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External Water Supply , Sewerage , Drainage /Water Harvesting And Development Work Under Moderanisatin Work At Nmy Hapur, NMY Hapur-Uttar Pradesh

Rajya Krishi Utpadan Mandi Parishad has published External Water Supply , Sewerage , Drainage /Water Harvesting And Development Work Under Moderanisatin Work At Nmy Hapur. Submission Date for this Tender is 15-06-2020. Water Harvesting Tenders in NMY Hapur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24448304
External Water Supply , Sewerage , Drainage /Water Harvesting And Development Work Under Moderanisatin Work At Nmy Hapur
Open Tender
Indian
Uttar Pradesh
NMY Hapur
15-06-2020

Tender Details

External Water Supply , Sewerage , Drainage /Water Harvesting And Development Work Under Moderanisatin Work At Nmy Hapur

Key Value

Document Fees
INR 1770 /-
EMD
INR 500000.0 /-
Tender Value
INR 59.80 Lakhs /-

BOQ Items

Name of Work: External water supply, sewerage, drainage /water harvesting and development work under Moderanisatin work at NMY Hapur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 P/F Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal outer dia Pipes \n 18.9.6 50 metre
2 2 P/F Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.\nInternal work - Exposed on wall 18.7.6- 50 mm nominal outer dia Pipes \n 18.10.6 25 Rm
3 3 P/F Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge etc.Internal work - Exposed on wall 25 mm nominal outer dia Pipes 18.10.3 30 metre
4 4 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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.\n\n 4000 litter
5 5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore 18.17.4 4 no.
6 6 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore 18.17.1 4 no.
7 7 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.5 50 mm nominal bore, 242mm long, weighing not less than 1240 gms \n 18.62.5 4 each
8 8 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 364.20\n 2.10.1.2 60 metre
9 9 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter \n 19.1.2 60 metre
10 10 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 as per standard design : 150 mm diameter S.W. pipe 19.2.2 60 metre
11 11 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 \n 19.7.1.1 2 each
12 12 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :\n19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each \n 19.7.2.1 1 each
13 13 Extra for depth for manholes :\nSize 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 \n 19.8.1.1 2 metre
14 14 Extra for depth for manholes :Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 8994.60\n 19.8.2.1 2 metre
15 15 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), 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: I With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :\n\n\n 19.30.1.1 16 each
16 16 Extra for depth beyond 45 cm of brick masonry chamber 19.31.2 For 455x610 mm size 19.31.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.31.211 4 metre
17 17 S/F of 110mm dia pVC pipe 6.00 kg per cm. mark completed in all respect as per direted by e/i 730a 20 metre
18 18 S/F of 75mm dia PVC pipe 6.0 kg ISI mark complete in all respect as per direted 730b 730b 10 Rm
19 19 PCC 1:2:4 with cement ,approved coarse sand & 2 cm gauge approved stone grit including supply of all material,labour etc required for proper completion of work 279a 2.06 CUM
20 20 Earth work in exacavation in trenches for foundations and for pipes cables etc.in ordinary soil ( loan clay orsand)including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches. 251 169.66 CUM
21 21 add to item no1 for every 1.5 m lift 254a 30.1 CUM
22 22 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors. 281 15.3 CUM
23 23 M 150 brick work in 1:4 cement and coarse sand of ( FM 1.5-2.20) modulus mortar in foundation and plinth including supply of all materials,labour and tools and plants etc.required for proper completion of the work. 305a 80.21 CUM
24 24 R.C.C 1:2:4 in beam work with cement ,approved coarse sand & 2 cm gauge approved stone grit iexcluding of supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire, and including necessary centering and shuttering etc. and supply of all materials, Labour Tools and plants etc.required for proper completion of the work.including cost of binding. the rate excludes making of drip course which shall be paid extra. 285 18.66 CUM
25 25 R.C.C 1:2:4 in slab work with cement ,approved coarse sand & 2 cm gauge approved stone grit iexcluding of supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire, and including necessary centering and shuttering etc. and supply of all materials, Labour Tools and plants etc.required for proper completion of the work.including cost of binding. the rate excludes making of drip course which shall be paid extra. 284a 4.9 CUM
26 26 Mild steel or iron in plain work such asreinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 504 77.69 qtl
27 27 PCC 1:2:1 with cement, coarse sand and 2 cm. gauge approved stone ballastincluding supply of all materials labour T&P etc. required for proper completion of the work . 379a 6.93 cum
28 28 12 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 159.48 sqm
29 29 P/fillilg of brick bat M75 p1/1 10.85 CUM
30 30 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar onforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all inimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and\nadequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 19.16 84 each
31 31 M.S. or iron work in heavy size such as truss, built up gate including supply of all materials labour T&P etc. required for proper completion of the work. 503 22.1 qtl
32 32 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100 mm\n 17.43.1 2 no.
33 33 P/L coverframe of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal 19.19.1.1 2 no.
34 34 Providing and fixing soil, waste and vent pipes : Sand cast iron S&S pipe as per IS: 1729 . 100 mm 17.35.1.1 5 RM
35 35 Providing and fixing soil, waste and vent pipes : Sand cast iron S&S pipe as per IS: 1729. 75 mm 17.35.2.1 5 RM
36 36 Providing and fixing terminal guard :\n Sand cast iron S&S as per IS - 1729 75 mm 17.56.2.1 1 no.
37 37 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 cum 2.6.1 252.13 cum
38 38 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). 5.37.1 All works upto plinth level \n 5.37.1 37.83 cum
39 39 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. 4.12 249.65 per bag of cement
40 40 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 5.9.2 197.37 sqm
41 41 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 5.9.3 31.89 sqm
42 42 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 20 mm dia.& 325 mm length \n 5.10.4 573 set
43 43 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) 5.23 129.88 sqm
44 44 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 16.93 1.8 sqm
45 45 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge. \n 23.9 4 each
46 46 Boring/drilling bore well of 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 All types of soil\n 300 mm dia 23.1.1.1 40 M
47 47 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia \n\n 23.3.2 20 M
48 48 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 23.4.2 24 M
49 49 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge cum 1326.55\n 23.5 3.56 cum
50 50 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 1326.55\n 23.6 3.56 cum
51 51 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. cum 1326.55\n 23.7 3.56 cum
52 52 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia \n\n 23.15.2 1 each
53 53 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.27.1 30 each
54 54 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :\n19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n 19.29.1 11 each
55 56 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), 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: With common burnt clay F.P.S. bricks of class designation 7.5 \n Inside dimensions 500x700mm and 45 cm deep for single pipe line :\n 19.30.2.1 5 each
56 57 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), 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: With common burnt clay F.P.S. bricks of class designation 7.5 \n Inside dimensions 600x850mm and 45 cm deep for single pipe line :\n 19.30.3.1 2 each
57 58 Extra for depth beyond 45 cm of brick masonry chamber : For 455x610 mm size\n 19.31.1.1 2 m
58 59 Extra for depth beyond 45 cm of brick masonry chamber :For 500x700 mm size\n 19.31.2.1 1.5 m
59 60 Extra for depth beyond 45 cm of brick masonry chamber : For 600x845 mm size\n 19.31.3.1 0.5 m
60 61 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 : 100 mm dia. R.C.C. pipe \n 19.6.1 50 M
61 62 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 : 150 mm dia. R.C.C. pipe \n 19.6.2 30 M
62 63 Painting or varnishing work in small areas or new wood work with two coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI No. 103+1950. 641+642 35 Sqm
63 64 Earth work in filling ordinary soil from 5.0 km away from site 353.06 cum
64 65 Cement concrete 12:6:1 with 4 cm. gauge approved brick ballast fine sand mortar & cement including supply of all materials labour T&P etc. required for proper completion of the work . 273 180.6 cum
65 66 12 mm thick plaster 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 1 cm. including supply of all materials labour T&P etc. required for proper completion of the work. 584a 280.23 sqm
66 67 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.\n11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 11.56.1 358.49 sqm
67 68 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern 16.91.2 1284.34 sqm
68 69 Dismentling of girders, trusses and other steel work including stacking of materila As directed by engineer incharge within a distace of 60 m 702 24 qtl
69 70 Dismantling brick work in cement mortar and including stacking or dismantled materials and directed by the e/i with in a distance of 60 m 692 27.6 cum
70 71 deduct for bricks received from dismentling 5078 no
71 72 deduct for bricks bats received from dismentling 17.16 cum
72 73 RCC work 1:2:4 in raft with cement approved coarse sand & 2 cm gauge approved stone grit having span up to 6 mtr. excluding supply of reinforcement and its stacking but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and including supply of all materials labour T&P etc. required for proper completion of the work including cost of binding wire the rate excludes making of drip course which shall be paid . extra 287 12.75 cum
73 74 RCC work 1:2:4 in column with cement approved coarse sand & 2 cm gauge approved stone grit having span up to 6 mtr. excluding supply of reinforcement and its stacking but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and including supply of all materials labour T&P etc. required for proper completion of the work including cost of binding wire the rate excludes making of drip course which shall be paid . extra 289 15.37 cum
74 75 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable rrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).\n 10.28 300 kg
75 76 M-150 brick work in 1:4 cement and coarse sand in Superstructure one brick thick wall including cost of all materials labour T&P etc 305a+309+310 14.71 cum
76 77 Providing wall putty on new surface with aproved quality. Material of Berger, JK, Birla or similar make two coat. p42 344.52 sqm
77 78 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 13.45.1 344.52 Sqm
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