Chhattisgarh Housing Board Tender
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Chhattisgarh Housing Board - CGHB Tender
Civil And Construction
Excavation
Agriculture or Forestry Works
Opening Date27 Jan 2025
Closing Soon6 Feb 2025
Tender Amount₹ 1,53,88,000
Costs
EMD
₹ 1,54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
164968Tender No
164968Tender Authority
Chhattisgarh Housing Board ViewPurchaser Address
-Website
http://www.cghb.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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All types of soils
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26
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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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65
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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
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371
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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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Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
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139
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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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Edge of slab, breaks in floor and walls upto 200mm.
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34
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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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Columns, Pillars, Piers and likes- rectangular or square in shape
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297
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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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Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
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235
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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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Beams, lintels, cantilevers & walls
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202
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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth 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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2659
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of 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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4163
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Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth
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97
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Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement
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469
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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 in foundation and plinth all complete
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:Thermo-Mechanically treated bars FE 415
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54
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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of: i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 including rounding off junction of vertical and horizontal surface. ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot @ 1.7 Kg. per sqm of area. iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg. per sqm of are
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445
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Grading roof for water proofing treatment with:
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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3817
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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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Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
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121
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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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75
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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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67
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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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Angle-iron frames
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73
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Providing and fixing in position door shutter made of square/ rectangular hollow steel tube of approved size joint mitred, welded frame with two Nos. intermediate rails, 200mm wide lock rail made of 1.6mm thick M.S. sheet welded to intermediate rail, M.S. grill of approved pattern made of M.S. flat or square or round bars welded to frames and provided M.S. butt hinges, all necessary fitting and finished by filling putty including applying a priming coat of red oxide zinc chromate primer all complete. (To be used in safety door shutters in buildings)
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93
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Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:For
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fixed portion
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331
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For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).
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338
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item)
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:With float glass panes of 4 mm thickness
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611
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Providing and making 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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Providing and making 12mm thick cement plaster of mix:
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In Cement Mortar 1:6 (1 cement : 6 fine sand)
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91
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Providing and making 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 making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
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-
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In Cement Mortar 1:6 (1 cement : 6 fine sand)
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107
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Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete
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34
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25mm thick cement concrete flooring with 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with floating cost of neat cement.
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165
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Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete
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Size 300x300mm
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692
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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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Distempering with acrylic washable distemper to give an even shade.
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On new work (Two or more coats)
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38
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Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.
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94
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Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including
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priming coat of exterior primer applied @ 2.20 kg/ 10 sqm):
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74
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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
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55
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Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
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110 mm dia pipe.
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267
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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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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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80 mm dia. nominal bore
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639
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Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end)
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80 mm nominal bore
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1935
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Providing and placing in position C.I. sluice valves category “B” (Makes / vendors other then Category "A" will be considered in category “B”) (with cap) complete:
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100 mm diameter
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2851
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Providing and placing in position C.I. double acting air valve of approved make.
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80 mm dia
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6020
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Providing and placing in position C.I. double acting air valve of approved make.
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100 mm dia
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7868
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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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4356
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Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete
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150 mm diameter
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262
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Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete
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200 mm diameter
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506
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
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150 mm diameter S.W. pipe
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436
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:
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200 mm diameter S.W. pipe
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508
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Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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With 20x20 mm square bar
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224
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Providing and constructing brick masonry road gully chamber 50x45x60 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design
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2872
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Providing and constructing brick masonry chamber for underground pipe and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
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Inside dimensions 450x600 mm and 45 cm deep for single pipe line :
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1530
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Providing and constructing brick masonry chamber for underground pipe and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) RCC cover of suitable size and 75mm thick with 1:1.5:3 mix (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including reinforcement 8mm dia bars at 150mm both ways and MS hooks for lifting, including foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
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Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
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1703
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Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre)
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18
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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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All types of soil
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150 mm dia.
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339
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200 mm dia
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371
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Rocky strata including Boulders.
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150 mm dia.
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396
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200 mm dia.
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457
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200 mm nominal size dia.
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979
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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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Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable)
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1502
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Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)
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115
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Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).
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201
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Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).
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236
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Fine dressing the ground
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1
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Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately)
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17
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Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).
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In rows 7.5 cm apart in either direction.
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3
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Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
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Hedges like Alife, Dorenta, Tikoma etc
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14
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Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
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Furn like Arica, China etc (3 year old)
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125
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Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
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Hibiscus (Flower)/ Rose
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26
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Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
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Carpet grass (well developed)
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263
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Supplying, installation, testing and commissioning of centrifugal type mono-block electric pump set for water supply system having following capacity three phase, 415 volts AC induction motor and pump including suitable channel iron base frame, suitable C.C. foundation and connection of suction and delivery line etc. as required.
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7.5 HP, 650 LPM, 30 m head, suction size 80 mm, delivery size 65 mm
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21065
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Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification.
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3.0 HP, three phase
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22714
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5.0 HP, three phase
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26072
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Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set.
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4152
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Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification
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3x6.0 sqmm
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135
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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. By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively
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460
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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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1363
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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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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture
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content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
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2332
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding
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-
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strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum.
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4750
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Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. 80mm thick Plain precast interlock concrete block
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590
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construction of shoulders ( construction of shoulder as per claus 408 …watering rolling and royalty charges etc complete
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With smooth wheeled roller
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277
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Compacting Original Ground supporting embankment
Loosening, leveling and compacting original ground to facilitate
placement of first layer of embankment, scarified to a depth of 150
mm, mixed with water at O.M.C. and then compacted by rolling so
as to achieve minimum dry density as given in table 300-2 for
embankment construction
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28
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Providing and laying of a reinforced cement concrete pipe duct,
300 mm dia., across the road ( new construction ) , extending from
drain to drain in cuts and toe of slopes to toe of slopes in fills,
constructing head walls at both ends, providing a minimum fill of
granular material over top and sides of RCC pipes as per IRC: 98-
2011, bedded on a 0.3 m thick layer of granular material free of rock
pieces , outer to outer distance of pipes at least half dia of pipe
subject to minimum 450 mm in case of double and triple row ducts ,
joints to be made leak proof, invert level of duct to be above higher
than ground level to prevent entry of water and dirt, all as per
IRC:98-2011 and approved drawings
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553
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Mixing earth and sludge or manure in proportion specified or directed
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11
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Digging holes in ordinary soil and refilling the same with the excavated
earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of
stacked volume of earth after reduction by 20% : 1 part of stacked volume
of manure after reduction by 8%) flooding with water, dressing including
removal of rubbish and surplus earth, if any with all leads and lifts (cost of
manure, sludge or extra good earth if needed to be paid for separately) :
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Holes 1.2 m dia and 1.2 m deep
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274
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Providing and fixing in position chain linked steel wire fabric made of 4
mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle
iron posts including securing and screwing with 2mm dia G.I. wire, G.I.
staples, G.I.U-nails or steel pins etc., complete.
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371
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Aperture 50x50mm
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-
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Providing and placing in position angle iron post and strut of required size
including bottom to be split and bent at right angle in opposite direction for
required length and drilling holes upto 10 mm dia as per requirement
including priming coat with red oxide zinc chromate primer and placing the
post/ strut in cement concrete block
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69
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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic
paint of approved quality:
-
-
-
... More
50 mm diameter pipe
-
10
-
... More
80 mm diameter pipe
-
15
-
... More
Making connection of G.I. distribution branch in G.I. main of following
sizes by providing and fixing tee, including cutting and threading the pipe
etc. complete: (dia of main line to be measured)
-
-
-
... More
50 mm nominal bore
-
347
-
... More
80 mm nominal bore
-
632
-
... More
Providing and fixing G.I. Union in G.I. pipe (New work) including cutting
and threading the pipe and making long screws etc. complete:
-
-
-
... More
50mm nominal bore
-
250
-
... More
80 mm nominal bore
-
529
-
... More
Providing and fixing brass/ gun metal gate valve with C.I. wheel of
approved quality (screwed end):
-
-
-
... More
50 mm nominal bore
-
762
-
... More
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 beyond 90
metre & upto 150 metre depth below ground level
-
-
-
... More
Rocky strata including Boulders.
-
-
-
... More
150 mm dia
-
424
-
... More
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.
-
-
-
... More
150 mm nominal dia
-
1304
-
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