| Reference | CDC0241P19 |
| Date | 1/12/2019 |
| Location | Asia |
| Scope | The company announces its need for Construction of Approach Road, Effluent Pit, Drainage, Plinth & Foundation for Derrick Leg, Pump, PCR, Power Pack, Cement Silos, Pillow Foundation, Dwarf Wall around Plinth area, Retainer Pit & Toilet etc. to suit VDF-1 new (E-2000) Rig Outfit for location SDYA in Sadiya Block AA-ONN2010/3 at Sadiya, Dist-Tinsukia, Assam including supply of all materials. The instruments to be supplied are as follows: - - Item 001 Qty= 7.65 of Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). - Item 002 Qty= 61.80 of 12mm cement plaster of mix:1:4 (1 cement : 4 coarse sand). - Item 003 Qty= 1160.00 of Construction of 100mm (Consolidated) Granular Sub-Base consolidated by dry rolling to proper grade including providing well compacted berms with earth on either side 1.2m wide levelled with finished road surface, dressing sub-grade including cutting surface up to 75mm deep to required level and as per clause 401. Granular material will be paid separately (Road roller supplied by contractor). - Item 004 Qty= 1160.00 of Construction of Water Bound Macadam base course 75 mm thick (Wearing course) and Surfacing Course (sealing coat) with loose hand broken metal of size 63mm and graded down to 45mm rolled dry to proper compaction, grade and camber and wet rolling after placing bindage of loamy earth and finally sealing the compacted surface with a 25mm thick layer of sand shingles (Ref. to MoRTH Spec.404) and as directed as applied over new consolidated surface. Broken stone will be paid Separately (Road roller supplied by contractor). - Item 005 Qty= 350.00 of Providing & erecting bamboo palisade to prevent erosion/damage of road embankment or bridge/culvert abutments, effluent pit bundh etc using matured jati bamboo piles driven 1.5m deep underground and projecting 2m above ground at interval of 200mm to 250mm in a line and tying the exposed length of bamboo piles to two half bamboo horizontal (one inside and one outside ) spaced 300mm apart with thick gauge tying wire and fitting inside drum sheet lining and tying the same to frame work as directed including cutting & straightening empty drums. All materials and tools to be supplied by the contractor except empty drum, but without cutting, straightening placing and tying /fitting drum sheets - Item 006 Qty= 145.00 of approved quality granular materials from approved quarry, free from organic matter including stacking in measurable stacks as directed. - Item 007 Qty= 104.40 of Hand broken hard stone metal from river boulder fairly cubical in shape, free from dust/dirt disingrated pieces, organic and other foreign matters(63mm to 45mm graded). - Item 008 Qty= 5460.84 of Removal of unserviceable soil including excavation, loading and disposal up to 1000 meters lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.). - Item 009 Qty=135.00 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Manual Means (Depth up to 3 m). - Item 010 Qty=21904.00 of Collecting / excavating sand, soil, silt, ordinary earth from any source, load into lorries, transport it to distant place of work including procuring earth and laying in layer of 150mm thickness and dry ramming, profile properly made for taking measurement, including all measurable lead up to 30m and lift as required. (The contractor shall be responsible for all formalities of supply of earth such as purchase of land including royalties, monopoly / other statutory taxes as required from any distance.). - Item 011 Qty=14627.40 of Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.All kinds of soil. - Item 012 Qty=8306.55 of Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. (Ref. to MoRTH Spec.301). - Item 013 Qty=6323.20 of Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2(Road roller cost included). - Item 014 Qty=135.00 of Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with lead up to1000 m as per Technical Specification Clause 303.1.( Road roller cost included). - Item 015 Qty=8612.94 of Construction of 150mm (Consolidated) Granular Sub-Base consolidated by dry rolling to proper grade including providing well compacted berms with earth on either side 1.2m wide levelled with finished road surface, dressing sub-grade including cutting surface upto 75mm deep to required level and as per clause 401. Granular material will be paid separately (Road roller supplied by contractor). - Item 016 Qty=17225.87 of Construction of Water Bound Macadam base course 75 mm thick (Wearing course) and Surfacing Course (sealing coat) with loose hand broken metal of size 63mm and graded down to 45mm rolled dry to proper compaction, grade and camber and wet rolling after placing bindage of loamy earth and finally sealing the compacted surface with a 25mm thick layer of sand shingles (Ref. to MoRTH Spec.404) and as directed as applied over new consolidated surface. Broken stone will be paid Separately (Road roller supplied by contractor). - Item 017 Qty=45.11 of Laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). - Item 018 Qty=125.00 of Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). - Item 019 Qty=1014.00 of Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. - Item 020 Qty=106.69 of Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). - Item 021 Qty=909.00 of 12mm cement plaster of mix:1:4 (1 cement : 4 coarse sand). - Item 022 Qty=698.93 of Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.12mm cement plaster. - Item 023 Qty=825.80 of Providing & erecting bamboo palisade to prevent erosion/damage of road embankment or bridge/culvert abutments, effluent pit bundh etc using matured jati bamboo piles driven 1.5m deep underground and projecting 2m above ground at interval of 200mm to 250mm in a line and tying the exposed length of bamboo piles to two half bamboo horizontal (one inside and one outside ) spaced 300mm apart with thick gauge tying wire and fitting inside drum sheet lining and tying the same to frame work as directed including cutting & straightening empty drums. All materials and tools to be supplied by the contractor except empty drum, but without cutting, straightening placing and tying /fitting drum sheets. - Item 024 Qty=7000.00 of Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. - Item 025 Qty=1550.33 of approved quality granular materials from approved quarry, free from organic matter including stacking in measurable stacks as directed. - Item 0026 Qty=1550.33 of Hand broken hard stone metal from river boulder fairly cubical in shape, free from dust/dirt disintegrated pieces, organic and other foreign matters(63mm to 45mm graded). - Item 027 Qty=12675.00 of Timber for shuttering. - Item 028 Qty=46.82 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Manual Means (Depth up to 3 m). - Item 029 Qty=107.51 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Mechanical Means (Depth up to 3 m). - Item 030 Qty=580.00 of Bamboo Piling including stiffness etc. using #Bhaluka bamboo# or big size #Jati# bamboo at river bank and water logging areas, including supply of bamboo and necessary ropes etc. complete. - Item 031 Qty=8.65 of Laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). - Item 032 Qty=363.28 of Laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). - Item 033 Qty=490.84 of Trowel finishing concrete surface. - Item 034 Qty=9959.46 of Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. - Item 035 Qty=310.30 of Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. - Item 036 Qty=2,585.83 of Timber for shuttering. - Item 039 Qty=192.50 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Ordinary Soil by Manual Means (Depth up to 3 m). - Item 040 Qty=61.00 of Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)for Marshy Soil Manual Means (Depth upto 3 m). - Item 041 Qty=132.00 of Removal of unserviceable soil including excavation, loading and disposal up to 1000 meters lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.). - Item 042 Qty=8.50 of Embankment Construction with Material Obtained from Borrow Pits : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5(Road roller cost included). - Item 043 Qty=60.50 of Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2(Road roller cost included). - Item 044 Qty=2.93 of Laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). - Item 045 Qty=15.30 of 15.30 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). - Item 046 Qty=17.10 of Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand). - Item 048 Qty=200.75 of 12mm cement plaster finished with a floating coat of neat cement of mix:1:3 (1 cement : 3 fine sand). - Item 049 Qty=38.58 of 12mm cement plaster of mix:1:4 (1 cement : 4 coarse sand). - Item 050 Qty=1600.00 of Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. - Item 051 Qty=140.00 of Centring and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. - Item 052 Qty=18.00 of Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). - Item 053 Qty=21.22 of Laying Brick Flat Soling (75mm thick) including grading the base and spreading 25mm thick sand bed at bottom and grouting soling with cement mortar (prop. 1:3) and carrying all materials from a distance of up to 30.00m. - Item 0054 Qty=1.65 of Sand / silt filling in 150mm layers, consolidating each layer by ramming and watering in foundation, plinth etc. including carrying upto 30m. away and lift, if any, not exceeding 2m.(Supply of sand will be paid extra). - Item 055 Qty=0.20 of Wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :Second class teak wood (timber will be paid separately). - Item 056 Qty=2.00 of Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: - Item 057 Qty=73.50 of Dressed timber work by thoroughly dressing / planning both sides of timber and edges, making joints by grooving and nailing, screwing and fixing in required size for doors, windows, ventilators including frames, fascia-board, cupboard / cabinet frame, making rack / shelves, draining board, beads for ceiling etc. complete.(timber will be paid separately. - Item 058 Qty=95.14 of Undressed timber works for frames, posts, trusses, purlins required for temporary nature of jobs such as camps, sheds required for OIL operation, garage etc. for construction jobs, including making joints by grooving, nailing or by bolting. Considering 6m King Post roof truss.(timber will be paid separately). - Item 059 Qty=3.20 of Fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately. Second class teak wood.30mm thick shutters. - Item 060 Qty=12.00 of Erecting corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required-0.63 mm thick with zinc coating not less than 275gm/m2. - Item 061 Qty=21.05 of Cement glue washing one coat (cement, glue, lime and Cico wash) after watering thoroughly and cleaning the surface at any height including curing etc. complete. , but two coats. - Item 062 Qty=2.00 of Providing & fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredWhite Vitreous China Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests). - Item 063 Qty=1.00 of Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin or 430x260x350 mm sizes respectively. - Item 064 Qty=12.00 of Providing and fixing soil, waste and vent pipes 100mm dia. - Item 065 Qty=15.00 of Providing and fixing Chlorinated Polyvinyl Chloride (CPV C) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/e fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVE solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes. - Item 066 Qty=12.00 of Providing and fixing Chlorinated Polyvinyl Chloride (CPV C) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/e fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVE solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes. - Item 067 Qty=2.00 of Providing and fixing brass bib cock of approved quality 15 mm nominal bore. - Item 068 Qty=3.20 of Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood). - Item 069 Qty=3.20 of Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. - Item 070 Qty=17.53 of White washing (new work) three or more coats with lime to give an even shade. - Item 071 Qty=2.50 of Supplying & Laying Reinforced cement concrete pipe NP3 600 mm dia prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets. - Item 072 Qty=201.26 of 1st class seasoned Hollock timber (Scantling) free from knots & cracks. - Item 073 Qty=80.00 of 1st class seasoned Hollock timber (Plank) free from knots & cracks. - Item 074 Qty=1.60 of Jhama bricks bats-each bat not smaller then 1/3 of a full brick. - Item 075 Qty=1166.55 of Timber for shuttering. |
| Bid Bond | INR 159,500.00 |
| Offer Validity | 120 days |
