Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date10 Aug 2022
Closing Date2 Sep 2022
Tender Amount₹ 1,83,09,941
Costs
EMD
₹ 6,66,500Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPDA_720365_1Bid Award Id
ViewTender No
170/CE/HPDA/2022Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
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Documents
BOQ Items
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RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:2:4 in raft foundation and footings excluding supply of reinforcement and its bending 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, T&P etc. required for proper completion of the work, including cost of binding wire.
10
-
7000
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As in item no. 283 above but in RCC T Beam, Slab Roof & RCC Column
68
-
8400
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As in item no. 4 above but in heavier beam having span upto 6.0m.
2
-
8600
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars.
3.6
-
7443.33
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M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
60
-
4950
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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
32
-
7000
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12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand)
650
-
257
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15 mm cement plaster on rough side of single or half brick wall of
mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
150
-
296.64
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Distempering (two coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
352
-
69
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52 mm thick cement concrete flooring with concrete hardener topping,
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening
compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's
specifications. This includes cost of cement slurry, but excluding the
cost of nosing of steps etc. complete.
10
-
716.21
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Supply and fixing 6 mm. (¼") China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants.
180
-
900
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC
slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5
(1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing
the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and
specified by the Engineer-in-Charge :
22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
20
-
1274.4
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Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 8 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth.
4100
-
299.4
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M.S or iron work of small size and section such as holding down bolts, hold fast tie rods, grating etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts it required for and welding, grinding and making holes as required of completion of the work. (Based on S.I No. 502)
2
-
5600
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Same as above item no. 15 above but in heavy size such as turses, built up gates, record racks, gates etc, roof work, gates etc. including rivetting of welding where necessary positing (Based on S.I No. 503)
2
-
6450
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Same as in items 502 above but steel Z Section window excluding Glass panes.Openable Panel
1
-
7000
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As in item no 22 but fully panelled doors (india) commercial flush shutters 32 mm thick (excluding cost of fittings)
2
-
1400
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Providing and fixing of oxidized sliding bolt ISI marked anodised (anodised coat not less than grade AC 10 as per IS:1868 ) transparrent or dyed to required colour or shade with nuts and screws etc. complete:250x16mm
4
-
75
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Providing and fixing of Oxidized tower Bolts ISI marked anodised (anodised coat not less than grade AC 10 as per IS:1868 ) transparrent or dyed to required colour or shade with necessary screws etc. complete:
-
-
-
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(C) 150x10 mm
3
-
55
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Providing and fixing of Oxidized Handles ISI marked anodised (anodised coat not less than grade AC 10 as per IS:1868 ) transparrent or dyed to required colour or shade with necessary screws etc. complete: 75mm
4
-
11
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Renewing panes of Glass in doors, window & ventilators or fixing in the new work with 4 mm thick Glass panes fixed with brads and putty including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
20
-
555
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Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and one coat or 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. As per SOR. 641+642
40
-
84
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Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
1000
-
139.62
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Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs.
5500
-
151.04
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Concrete with 4 cm. gauge stone ballast, coarse sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
25
-
5820
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Construction of cement concrete pavement C.C.Road 1:1.5:3
3
-
7500
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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 layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
900
-
4147
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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.
6000
-
732.5
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Internal water supply & Sanitation work
-
-
-
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
1
-
4837.83
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Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
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110 mm diameter pipe
22
-
267.56
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Providing and fixing gunmetal gate valve with CI wheel of approved quality (Screwed end)
-
-
-
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20mm nominal bore
1
-
386.39
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 7.25UPVC Storage Tank
500
-
8.11
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17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps.
1
-
2643.2
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Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore
2
-
598.35
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Providing and fixing C.P. brass stop cock (concealed) of standard
design and of approved make conforming to IS:8931.
18.52.1 15 mm nominal bore
1
-
497.68
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Providing and fixing C.P. brass angle valve for basin mixer and geyser
points of approved quality conforming to IS:8931
18.53.1 15mm nominal bore
2
-
418.69
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Internal Electricfication Work
-
-
-
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Wiring point for light in PVC conduit with 1.5 sq. mm. FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit conduit partly concealed in the wall and partly laid slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch and ceiling rose/angle/ batten holder on 3 mm. thick phenolic laminated backlite sheet etc. complete in all respect, as directed including matching colour wash.
26
-
643
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Same as Item No.1 but for Fan point.
2
-
708
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Same as Item No.1 but for 5 Amp. Plug point.
4
-
335
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Wiring point for H.P.M.V./Sodium Vapour lamp in PVC conduit with 1.5 sq. mm. FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and 15 A piano type switch etc. complete in all respect including matching colour wash.
26
-
925
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Wiring point for exhaust fan in PVC conduit with 1.5 sq. mm. FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire and 15 A piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc. complete in all respect including matching colour wash.
2
-
893
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Add for light/ fan points with modular type switch in place of piano type switch.
28
-
44
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Add for plug with modular switch & socket in place of piano type switch & socket.
4
-
83
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Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.
2
-
47
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Supply and wiring of submain in 25 mm dia heavy duty (2mm thick) PVC conduit with one number 6 sq. mm. FR PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 10 SWG copper earth continuity wire including matching with colour wash etc, complete in all respect.
40
-
272
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S&F surface/flush mounting 6 ways TPN distribution board (Legrand Lexic)with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.
2
-
4370
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supply and fixing of 6AMP to 32 AMP MCB (10KA).CAT A
4
-
260
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Supply and fixing of 40AMP D.P Isolator. CAT A
2
-
455
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Supply and burying of 600mm x 600mm x 6mm G, l, plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I, pipe and funnel for watering and one earthing lead of no-8 to 10 SWG GL wire in 15mm dia G,I, pipe upto switch board (from appron to switch bord the cost of G,I, pipe and G.I, wire will be extra) 30cm square C,I. frame with hinged cover masonry housing alternate layers of charcoal etc. as per direction of E/I, compeletin all respects as per drawing (this will apply for earthing of also).
2
-
5350
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S/F of hexagonal fan box with hexagonal side of approx 80 mm in length fabricated from 16 SWG M.S. sheet incorporating 10 mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrengement with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all materials, labour, T & P etc. for proper completiom of work.(UPPWD S.I. No 1149)
2
-
150
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Supply and fixing of 2/3/4 ways round Steel junction box confirming to ISS for 20mm dia 16 gauge conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all material labour and T&P required for proper completion of work.
2
-
31
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PART ( D) :-- SEWER WORK
-
-
-
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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL
280
-
214.22
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(b) 1.5 - 3.0 M BGL
10
-
269.8
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(A) Supply,Carting Laying & Jointing of NP-2 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 250 mm dia pipe
(I) 0-1.5 MBGL
670
-
767.8
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(c) Same as above but for 300 mm dia NP-2 RCC hume pipe (II) 0 - 1.5 m BGL
20
-
959.17
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(c) Same as above but for 300 mm dia NP-2 RCC hume pipe (II)1.5-3.0 MBGL
25
-
995.31
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Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches
70
-
5820
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Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A) 600x600x600 mm
85
-
4745.3
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(B) 600x600x900 mm
15
-
6209
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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m.
15
-
5906
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Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 900 mm deep
35
-
7627
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(B) 1200 mm deep
15
-
14024
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(C) 1500 mm deep
2
-
20825
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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.) (A) Bottom dia 900 mm dia (beyond 900 to 1650 mm BGL)
5
-
5906
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(B) Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGL)
3
-
7933
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(C) Bottom dia 1500 mm dia (beyond 2250 to 3000 mm BGL)
10
-
9613
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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia
55
-
2785.92
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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm internal size
100
-
2785.92
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Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 150 mm dia pipe (I) 0-1.5 MBGL
170
-
521.5
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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 as per standard design : 19.2.2 150 mm diameter S.W. pipe
350
-
916.42
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M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.
25
-
4950
... More
12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand)
50
-
257
... More
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
2
-
7000
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Making connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) For pipes 250 to 300 mm diameter
200
-
642
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PART ( E) :-- WATER SUPPLY WORK
-
-
-
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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.(A.R.)
75
-
214.22
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Cement concrete with 2cm gauge approved stone ballast, coarse sand cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. For pipe thrust block
2
-
7000
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Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
18.31.1 100 mm diameter
18.31.1.1 Class I
2
-
3429.12
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.7 65 mm dia nominal bore
170
-
643.16
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Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc. 18.12.8 80 mm dia nominal bore
180
-
769.1
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Providing and fixing Chlorinated Poly vinyl 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
18.9.3 25 mm nominal outer dia Pipes
75
-
310.15
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Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 300x300x380 mm
15
-
2245
... More
Addition or subtraction of ht of M.H. of different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.30x0.30x1.00) m.
3
-
3345
... More
Supply and Filling of Boulders 5.15 cm size including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
5
-
1774.08
... More
Supply and Filling of Boulders 5 to 10 mm size including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
5
-
1835.52
... More
Supply and Filling of Coarse sand including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
5
-
2200
... More
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. 23.4.3 200 mm nominal size dia
140
-
919.85
... More
Supply and Laying of 110 mm dia PVC pipe 6 kg/sqcm (5 mm thick) as per ISI make and also slotted pipe including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
750
-
209
... More
Supply of 7.5 H.P.I.S.I. Marka K.S.B.make or equivalent Submersible Motor Pump Complete.
4
-
42250
... More
Supply of Panel (MR)
3
-
6850
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PART (F) Park CIVIL WORK
-
-
-
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Demolishing brick work manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar
10
-
1021.26
... More
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30M and lead upto 30m and including filling watering and ramming or excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30M from the foundation trenches.
40
-
95
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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
10
-
3580
... More
M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials labour T&P etc. required for proper completion of the work.
70
-
4950
... More
M-150 brick work in 1:4 cement and coarse sand of 1.25 F.M.mortar in superstruture including necesssary thickness of brick as reqruired cutting & moulding of brick as equried thickness of walls not to be less than one brick including supply of all materieals labour tools& plants etc. reqruired for proper completion of the work.
30
-
5540
... More
12 mm cement plaster of mix :
13.4.1 1:4 (1 cement: 4 coarse sand)
100
-
257
... More
15 mm cement plaster on rough side of single or half brick wall of
mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
200
-
296.64
... More
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
5
-
7000
... More
Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 6 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, Including the cost of royalty of earth.
2500
-
299.4
... More
Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.
150
-
732.5
... More
Supply & Fixing of R.C.C.Grill work ( Jali ) of approved pattern & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm nominal size stone grit in the proportion of 1;2:4 & reinforced with 6 mm dia M.S. wire / bar including cutting & finishing with 1;3 cement & fine sand of 1.25 fineness modulus mortar including including supply of material, labour, T&P required for proper completion of work (1) 5.00 cm thick
72
-
735
... More
Providing wall putty on new surface with approved quality material…..make 2 coats.
350
-
63
... More
Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
350
-
139.62
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