Public Health Engineering Department Tender
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Costs
EMD
₹ 97,800Document Cost
₹ 2,000Tender Fee
Refer Documents
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Tender Id
2024_PHED_37864_1Bid Award Id
ViewTender No
SE (PHE) JOR/TB-190/2024-25/ 149-149(A) dated 03/07/2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
Bid Documents for NIT No. 03 of 2024-25 for CONSTRUCTION OF GOMOTHA MOHURA SATRA WATER SUPPLY SCHEME UNDER SOPD UNDER BOKAKHAT (PHE) DIVISION, BOKAKHAT
SHORT e-PROCUREMENT NOTICE / NOTICE INVITING TENDER (NIT) No. 03 of 2024-25
BOQ for NIT No. 03 of 2024-25 for CONSTRUCTION OF GOMOTHA MOHURA SATRA WATER SUPPLY SCHEME UNDER SOPD UNDER BOKAKHAT (PHE) DIVISION, BOKAKHAT
BOQ Items
Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. ncluding cost of P.O.L. all complete as directed. (a) For less than 100.0 km
100
-
-
Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. including cost of P.O.L. all complete as directed. (a) For less than 100.0 m km
50
-
-
Transportation of air compressor from the Divisional Head Quarter to the drilling site with all accessories including cost of P.O.L. all complete as directed. (a) For less than 100.0 m km
100
-
-
Transportation of P.O.L. all complete as directed.
750
-
-
Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed.
1
-
-
Providing water supply facilities at drilling site all complete as directed.
-
-
-
(a) By installing 1 Nos. of Singur hand pump
1
-
-
(b) By installing 1 No. 5 HP dewatering pump
1
-
-
Boring in soft soil/ normal clay/ sandy soil by bit of size 55/8" or 67/8" or 77/8" and collecting sample of soil at every 3m depth or wherever there is a change of strata in sample boxes with the distinggishing marks including arranging and caariage of necessary boring materials/ tools/ bentonite etc. and withdrawing the drill pipe for lowering well assembly etc. all complete as directed.
90
-
-
Boring in hard soil/ pabble/ gravel/ by bit of size 55/8" or 67/8" or 77/8" and collecting sample of soil at every 3m depth or wherever there is a change of strata in sample boxes with the distinggishing marks including arranging and caariage of necessary boring materials/ tools/ bentonite etc. and withdrawing the drill pipe for lowering well assembly etc. all complete as directed.
50
-
-
Reboring in soft soil/ normal clay/ sandy soil by bit of size either 81/2" or 95/8" or 12" from either 55/8" or 67/8" or 77/8" all complete as directed.
90
-
-
Reboring in hard soil/ pebble/ gravel by bit of size either 81/2" or 95/8" or 12" from either 55/8" or 67/8" or 77/8" all complete as directed.
50
-
-
Reboring in soft soil/ normal clay/ sandy soil by bit of size either 14" or 16" or 18" from either 81/2" or 95/8" or 12" all complete as directed.
90
-
-
Reboring in hard soil/ pabble/ gravel by bit of size either 14" or 16" or 18" from either 81/2" or 95/8" or 12" all complete as directed.
50
-
-
Extraction of drilling pipes/ bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed.
280
-
-
Labour charge for sinking, lowering, fitting, fixing in position of 150mmm dia UPVC pipe assembly comprising of strainer, pipes & cone in potable water bearing strata, washing the bore hole etc. and supplying necessary jointing materials including carriage of material and cleaning and priming the tube well all complete as directed.
130
-
-
Developing of the D.T.W. with air compressor, Make- Kirloskar/ Cumins all complete as directed.
67
-
-
Supplying and packing pea gravel around the periphery of casing including screening, washing etc. all complete as directed.
58
-
-
Supplying, fitting, fixing MS clamp of size 15 mm thick and 150 mm width having projection of 300mm and three holes of 20 mm dia for clamping the plates by 16 mm dia hexagonal bolts of length 75mm and nuts on both sides encircling the column pipe including two coat of enamel paint over one priming coat of different dia all complete as directed and specified.
2
-
-
Fabrication and supplying of M.S. detatchable M.S. well cap for fitting at the top of DT Well made out of 150mm dia M.S. socket of approved brand inluding cutting and welding with fitting, fixing hinge at one end and hapth staple at the outer end and cover with m. s. plate 4mm thjick etc. all complete as required as directed
1
-
-
Fabrication and supplying of M.S. cone 150mm dia x 1.00m long made out of 150mm dia x 8mm thick M.S. pipe by cutting and welding at one end all complete as required as directed.
1
-
-
Fabrication and Supplying, fitting & fixing of 200mm dia M.S pipe above ground level arround the 150mm dia UPVC casing pipe for protection of the same and bearing the load of submersible pump ang GI column pipe including necessary earth work , CC works as specified by the depatrment all complete
1
-
-
COST OF MATERIALS
-
-
-
150mm dia UPVC Casing Pipe
76
-
-
150mm dia UPVC Ribbed Screen
24
-
-
Bentonite Clay
3
-
-
Laying Raw Water Pumping Main
-
-
-
Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary.
4
-
-
Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). c) 65mm dia
20
-
-
Supplying, carrying, fitting and fixing of GI Specials such as Tee, Bend, Elbow, Flange with hole, Sockets, Reducing Tee etc. of approved quality including supplying necessary jointing materials all completeas directed and specified
-
-
-
1) GI Socket : c) 65mm dia:
5
-
-
2) GI bend : c) 65mm dia
6
-
-
3) GI Flange
2
-
-
4) GI Elbow
3
-
-
5) GI nipple (150mm)
2
-
-
6) Nuts & Bolts
20
-
-
7) 3mm rubber insertion sheet; For 65 mm dia pipe
4
-
-
Supplying, fitting and fixing of GM Full Way Valve of approved quality such as Zoloto etc. including supplying necessary jointing materials and testing the joints all complete as directed and specified: c) 65mm dia
3
-
-
Supplying, fitting and fixing of GI Nipple of 1.00 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified c) 65mm dia
1
-
-
Supplying, fitting and fixing of GI Nipple of 0.60 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
1
-
-
Supplying, fitting and fixing of GI Nipple of 0.30 Mtr long of approved quality. including supplying necessary jointing materials and testing the joints all complete as directed and specified c) 65mm dia
2
-
-
Supplying, fitting and fixing of GI Nipple of 0.15 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
1
-
-
Supplying and Placing 6 mm thich Rubber insertion sheet in between the joints and fitting fixing with 16 mm dia x 100 mm long nuts and bolts with washer 2 mm thick in each joints as directed and specified .
3
-
-
GI pipe (medium class) (g) 65 mm dia
20
-
-
INSTALLATION OF SUBMERSIBLE PUMP SET
-
-
-
Installation of electric power driven submersible pump set including cost of pump, column pipe, connecting cable, starter panel board, labour charge for installation etc. all comnplete a) Single phase 2 HP pump, head considering all losses(m): 32
1
-
-
Supply of PVC insulated Sheated Submersible Copper Coductor coir (ii) 4 Sq.mm
10
-
-
Supplying, Fitting, Fixing of Cholrine Dozer
-
-
-
Supplying, fitting and fixing of Oligodynamic Disinfection System based on Silver Ionization Technology in Raw Water and Clear Water Pump house of Piped Water Supply Schemes as per direction and specification of the department including commission and testing of Parameter all complete (Comply with relvent IS Code 10500)
1
-
-
INSTALLATION OF CLEAR WATER PUMP SET
-
-
-
Installation of electric power driven Centrifugal type Clear Water pump set including cost of pump, column pipe, connecting cable, starter panel board, labour charge for installation etc. all comnplete. 3 HP pump single phase
2
-
-
Laying Clear Water Pumping Main
-
-
-
Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary.
44
-
-
Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). c) 80mm dia:
60
-
-
Supplying, carrying, fitting and fixing of GI Specials such as Tee, Bend, Elbow, Flange with hole, Sockets, Reducing Tee etc. of approved quality including supplying necessary jointing materials all completeas directed and specified
-
-
-
1) GI Socket: c) 80mm dia
5
-
-
2) GI bend: c) 80 mm dia
6
-
-
3) GI Flange
2
-
-
4) GI Elbow
3
-
-
5) GI nipple (150mm)
2
-
-
6) Nuts & Bolts
22
-
-
7) 3mm rubber insertion sheet
24
-
-
Supplying, fitting and fixing of GM Full Way Valve of approved quality such as Zoloto etc. including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
3
-
-
Supplying, fitting and fixing of GI Nipple of 1.00 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
1
-
-
Supplying, fitting and fixing of GI Nipple of 0.60 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
1
-
-
Supplying, fitting and fixing of GI Nipple of 0.30 Mtr long of approved quality. including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
2
-
-
Supplying, fitting and fixing of GI Nipple of 0.15 Mtr long of approved quality including supplying necessary jointing materials and testing the joints all complete as directed and specified. c) 65mm dia
1
-
-
Supplying and Placing 6 mm thich Rubber insertion sheet in between the joints and fitting fixing with 16 mm dia x 100 mm long nuts and bolts with washer 2 mm thick in each joints as directed and specified
3
-
-
GI pipe (medium class) (g) 80 mm dia
60
-
-
Supplying, fitting, fixing, testing and commissioning of distribution system
-
-
-
Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/2016 (with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine.(50 mm & above fusion jointed & below 50mm mechanical jointed). The HDPE fitting should be ISI marked conforming to relevant BIS code. ( inclusive of Trial Run of the scheme for specified period)
-
-
-
(A) 110 mm dia HDPE PN 6
200
-
-
(B) 90 mm dia HDPE PN 6
350
-
-
(C) 75 mm dia HDPE PN 6
500
-
-
(D) 63 mm dia HDPE PN 6
500
-
-
ASEB Power Connection including Power Line (inclusive of transformer fencing, pole routing, stag routing, jungle clearance, supervising charge, etc.)
1
-
-
Site Development
-
-
-
Filling available excavated earth (excluding rocks) in tenches ,plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
588.66
-
-
Construction of Internal PathWay
-
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern
75
-
-
Filter, underdrainage system, internal connection, filter media etc
-
-
-
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
16
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge All kinds of soil
49.15
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Lift- beyond 1.5m upto 3.0m All kinds of soil
32.48
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
61.22
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
1
-
-
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
7.84
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2.79
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
2.2
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
9.02
-
-
All works above plinth level upto floor level Concrete of M25 grade with minimum cement content of 330 kg /cum
22.75
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
23.82
-
-
Suspended floors, roofs, landings, balconies and access platform
72.26
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
41.25
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
50.88
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
77.87
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
849.21
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2142.7
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
3.56
-
-
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
1293.61
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete
45.7
-
-
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
6.25
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand)
306.48
-
-
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand)
56.7
-
-
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
249.78
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
65
-
-
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
3.6
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
10000
-
-
Provididing and fixing factory made single extruded WPS ( wood Polymer Composit) solid board comprising of virgin polymer of K value 58-60 (Suspension grade), calciumcarbonate and natural fibers (wood powder/rice husk/wheat husk) and non-toxic additives (maximum toxicity index of 12 for 100 grams) having minimum density of 650 kg/cum and screw withdrawl of 1800 N (Face) & 900 N(Edge), minimum compressive strength of 50 N/m2, modules of elasticity 850 N/MM2 and resistance to spread of flame of Class A category property of being termite/borer proof, water/moisture proof and fire returdant for aerator tray all complete as directed. 25 mm thick
15.68
-
-
U.P.V.C pipes [Class 3(6kg/cm2)]
Supplying, Carrying and laying in position U.P.V.C pipes and specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement, lubricants after roughing the surface including the cost of jointing materials and testing the joints all complete as directed
6
-
-
HDPE Pipes [PE-100, PN 6] Supplying, carrying and laying in position HDPE pipes and specials In lines and level includin cutting the pipes where necessary and providing joints to pipes and specials with jointing materials including the cost of jointing materails and testing the joints all complete as directed
-
-
-
(a) 50 mm dia
15
-
-
(b) 63 mm dia
25
-
-
(c) 110 mm dia
15
-
-
Making and Supplying of UPVC perforated laterals of 32 mm dia by making hole of 9mm dia at a spacing of 82 mm centre of the pipe and threading at both ends and supplying, fitting and fixing 32 mm dia UPVC threaded End Plug at one end, the other end to be connected with 110mm dia UPVC central manifold including all accessories all compete as directed.
44
-
-
Bronze/Gunmetal Full Way valve (Zoloto or Equivalent)
-
-
-
(h) 75mm
2
-
-
(i) 100mm
3
-
-
Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed. Considering twin bed 2.35x2.35x0.6
3.31
-
-
Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed.
-
-
-
(a) Size from 2 mm to 6 mm
0.66
-
-
(b) Size from 7 mm to 12 mm
0.66
-
-
(c) Size from 13 mm to 25 mm
0.66
-
-
(d) Size from 25 mm to 32 mm
0.66
-
-
(e) Size from 33 mm to 40 mm
0.66
-
-
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
-
-
-
Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
-
-
-
for cantilever slab at 6 m level
11.55
-
-
for cantilever slab at 9 m level
11.55
-
-
for cantilever slab at 12 me level
11.55
-
-
CONSTRUCTION OF UNDERGROUND CLEAR WATER SUMP
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
13.5
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
5.22
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
4.03
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
0.9
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum
5.84
-
-
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
47
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
573
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
2.02
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
43.24
-
-
Suspended floors, roofs, landings, balconies and access platform
5.29
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
2.2
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
0.84
-
-
Edges of slabs and breaks in floors and walls Under 20 cm wide
10.4
-
-
12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand)
5.29
-
-
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 fine sand)
9.36
-
-
15 mm cement plaster on rough side of single or half brick wall finished with a floating coatof near cement of mix: 1:4 (1 cement : 4 fine sand )
21.16
-
-
Extra for providing and mixing waterproofing material in cement plaster work in proportion reccomended by the manufactureres
4
-
-
15mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement
6.76
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
5.29
-
-
Finishing wall with water proofing cement paint of required shade :
New Work ( Two or more coats appied @3.84kg/10 sq. m )
6.24
-
-
Cost of Manhole, vent pipe, and overflow pipe
1
-
-
Construction of Low cost sanitary Toilet of size 1.20m X1.20m
-
-
-
Earth work in excavation by mechanical means/manual means over area etc. All kinds of soil
2.5
-
-
Dry brick on edge flooring in required pattern etc. 12mm mud mortar including filling joints etc.
2.5
-
-
Providing and laying in position ready mixed etc. as directed. All works upto plinth level. Concrete of M-10 grade
2.5
-
-
Steel reinforced for R.C.C. work including straightening, cutting and bending etc. upto plinth level.
-
-
-
Thermo Mechanically treated bars of grade Fe-500D or more. 10mm dia-
16.91
-
-
Mild steel and Medium Tensile steel bar; 6mm dia (Stirrup)
4.01
-
-
Centering and shuttering including strutting propping etc.
-
-
-
Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
1.6
-
-
Columns, pillars, posts & struts
6.6
-
-
Providing and laying in position specified grade of R.C.C. etc. as directed. All works upto plinth level. Prop. 1:1.5:3
0.49
-
-
R.C.C. work in wall etc. including column, pillars posts etc. above plinth level upto floor five level. Prop. 1:1.5:3
0.25
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks etc. cement mortar 1:3
9.25
-
-
Supplying and filling in plinth with sand under floor including raming watering etc.
0.81
-
-
Steel work in built up tubular truss (Round, square, Rectangular) hollow tube etc. complete.Mild steel Hot finished seamless type tube.
121.38
-
-
Providing corrugated G.I. sheet roofing including vertical / curved surface fixed with polymer coated J or L Hooks bolts and nuts etc. 0.63mm thick etc.
0.99
-
-
Providing wood work in frame of doors, windows, clerestory windows and other frame etc. Kiln seasoned and Chemically treated Hollock wood.
0.08
-
-
Providing and fixing ISI marked flush door shutter conforming to I.S. 2202 decorative type core of block board etc. 35mm thick
3.9
-
-
12mm cement plaster in mix; 1:4 prop.
12.36
-
-
Providing and laying vitrified floor tiles in different. sizes with water above plinth less than 0.08% etc. as directed. Size of tiles 600x600mm
0.81
-
-
Distempering with oil bound washable distemper of appvd. brand manufacture t6o give an even shade; New work ( two or more coats).
12.36
-
-
Providing and fixing aluminium tower bolts ISI marked;
-
-
-
300x10mm
4
-
-
200x10mm (Tower bolts)
8
-
-
Providing and fixing aluminium handle ISI marked etc. 125mm
2
-
-
Providing and fixing water closet squatting pan (Indian type W.C. Orissa pattern) etc. as directed; White vitreous Orissa pattern of size 580x440mm
1
-
-
Providing and fixing vitreous china pedestal type water closet (European tybe W.C.) etc. as directed; W.C. Pan ISI marked.
1
-
-
Construction of Hydrant pillar with tap connection
-
-
-
Earth work in excavation by mechanical means/manual means over area etc. All kind of soil
37.2
-
-
Steel reinforced for R.C.C. work including straightening, cutting and bending etc. above plinth level.
-
-
-
Mild steel and medium tensile steel bars. 10mm dia-
36.9
-
-
Mild steel and Medium Tensile steel bar 6mm dia (Stirrup)
5.62
-
-
Centering and shuttering including strutting propping etc. Columns, pillars, posts & struts
7.2
-
-
R.C.C. work in wall etc. including column, pillars posts etc. above plinth level upto floor five level. Prop. 1:1.5:3
0.24
-
-
Bronze Ferrule Cock (Heavy) (Zoloto or Equivalent)
20
-
-
UPVC Service Saddle Piece
20
-
-
PN-16 PP-R pipe ,20 mm OD ,SDR-7.4 Rate inclusive all taxes , labour charge etc
200
-
-
Gunmetal Bib Cock (15mm)
20
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements