Chhattisgarh Housing Board Tender
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Chhattisgarh Housing Board - CGHB Tender
Civil And Construction
Civil Works Others
Opening Date21 Dec 2023
Closing Date28 Dec 2023
Tender Amount₹ 2,80,77,000
Costs
EMD
₹ 2,81,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
150291Bid Award Id
ViewTender No
150291Tender Authority
Chhattisgarh Housing Board ViewPurchaser Address
-Website
http://www.cghb.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
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Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
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Plant mix method (with Mechanically crushed stone only)
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For Lower Sub-base with
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Grading-III Material
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1423
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per
clause 406.)
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1434
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
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P.C.C. M-10
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2789
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
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With Cement concrete grade M-30 and minimum cement content @375 kg/cum.
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4539
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting bending binding etc. complete as per drawings including cost of binding wire all complete:
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Thermo-Mechanically treated bars FE 500 D Make:-SAIL,TATA,Goel TMT,GK TMT,Jindal TMT,Nakoda TMT,Fortune ,Nandan TMT / allready approved in Board/Will be approved by Board During the course of Construction.
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54.5
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Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
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Plain/ normal coloured precast interlock concrete block
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436
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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
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In all types of soil
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185
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In ordinary rock
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Extra lift .50 mt. Ist
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267
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Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
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Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
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For Plinth & Foundation
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139
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Wall of any thickness including attached pilasters, buttresses etc. in super structure.
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Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
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Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
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Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..
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40 mm thick
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Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
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50 mm dia. nominal bore
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398
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80 mm nominal outer dia pipes
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639
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Providing and fixing gun metal non-return valve (horizontal type) of approved quality (screwed end).
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50 mm dia nominal bore
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993
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Providing and placing in position C.I. sluice valves category “A” (with cap) complete:
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100 mm diameter
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3429
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Providing and placing in position C.I double acting air value of approved make.
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100 mm Dia
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7868
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Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
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Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
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Providing Flanged joints to double flanged C.I./ D.I Pipes . Valves and specials including rubber insertion 3 mm thick. Suitable bolts and nuts & testing of Joints complete
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80 mm dia pipe
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70.5
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100 mm dia pipe
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112
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Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
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As per approved rate analysis sanctioned DHC Lt. no.294 date 01.06.2015
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100 mm dia. nominal bore
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1406
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Providing and fixing gun metal non-return valve (horizontal type) of approved quality (screwed end).
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100 mm dia nominal bore
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5000
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete.
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For 150 mm Dia Sewer Line
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353
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Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C. top slab wit 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating of neat cement complete as per standard design.
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Inside size 90x80 cm and 45 cm deep including RCC cover with frame 450x600 mm internal dimensions.
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5595
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Extra for depth for manholes
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Size 90x80 cm
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3755
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete.
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225 mm Dia Sewer Line
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400
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300 mm Dia Sewer Line
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600
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Extra for every additional lift of 1.5 m or part thereof.
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Ordinary or hard rock
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Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
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In Plinth & Foundation
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
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4260.5
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Providing and laying integral cement based treatment for water proofing on the vertical surface at all levels by fixing 22 mm to 25mm thick rough Kota stone slab with cement slurry mixed with water proofing compound conforming to IS:2645 with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand) with neat cement punning mixed with water proofing compound complete.
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Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures using rough Kota stone and consisting of: i) 1st layer of 22mm to 25mm thick approved rough Kota stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound. iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
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Providing and fixing sliding shutter with M.S. sheet 1mm thick, frame and diagonal braces of 40x40x6mm angle iron, 3.0 mm thick M.S. gusset plates at junctions and corners, 25mm dia pulley, 40x40x6mm angle and T-iron guide at top and bottom respectively including applying a priming coat of red oxide zinc chromate primer...
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Providing and fixing formwork including centering, shuttering, strutting staging propping bracing etc. complete and including its removal at all levels for:
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Suspended floors roofs access platform balconies (plain surfaces) and shelves (cast in situ)
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235
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Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
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Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
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3263
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Providing and fixing formwork including centering, shuttering, strutting staging propping bracing etc. complete and including its removal at all levels for:
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Suspended floors roofs access platform balconies (plain surfaces) and shelves (cast in situ)
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235
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6mm thick cement plaster of mix:
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In Cement mortar 1:4 (1 cement : 4 fine sand)
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87
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6mm thick cement plaster of mix:
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In Cement mortar 1:4 (1 cement : 4 fine sand)
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115
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12mm thick cement plaster of mix:
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In Cement mortar 1:5 (1 cement :5 fine sand)
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96.5
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15mm thick cement plaster on the rough side of single or half brick wall of mix:
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In Cement mortar 1:5 (1 cement :5 fine sand)
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113
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Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm
M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate
primer.
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Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
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Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..
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40 mm thick
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222
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25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing.
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516
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Finishing walls with water proofing cement paint to give an even shade.
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On new work (Two or more coats applied @ 3.84 kg/10 sqm) Make:-Asian/ICI/Dulux/Nerolac /allready approved in Board/Will be approved by Board During the course of Construction.
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41
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Distempering with acrylic washable distemper to give an even shade. Make:-Asian/ICI/Dulux/Nerolac /allready approved in Board/Will be approved by Board During the course of Construction.
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On new work (Two or more coats)
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38
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Painting on new work (two or more coats) to give an even shade with:
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Satin synthetic enamel paint Make:-Asian/ICI/Dulux/Nerolac /allready approved in Board/Will be approved by Board During the course of Construction.
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55
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Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.
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150 mm dia.
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339
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs,
conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-
charge.
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150 mm nominal size dia.
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546
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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
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Extra for additional lift of 1.5m or part thereof
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211.5
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Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
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Stone boulders of size range 5 cm to 20 cm, in recharge pit
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863
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Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
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806
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Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel
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471
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Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level
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150 mm dia.
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396
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Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge
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150 mm nominal dia
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1304
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:
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150 mm dia
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217
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
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12mm thick cement plaster of mix:
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In Cement Mortar 1:5(1 cement : 5 fine sand)
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96.5
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Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints including cost of primer sealing compound all complete.
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25mm thick
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1110
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Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
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Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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Weight of 35 X 35 X 5 angle @ 2.6 kg/rmt.
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68
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