Moradabad Development Authority Tender
... More
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Moradabad Development Authority Tender
Civil And Construction
Eprocure
Opening Date23 Feb 2019
Closing Date7 Mar 2019
Tender Amount₹ 2,65,03,000
Costs
EMD
₹ 5,31,000Document 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
2019_MDA_319844_2Bid Award Id
ViewTender No
222/ MDA/ CE/2019 Dt. 14-02-2019Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.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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Supply & Laying of stone ballast 45-90mm size including staking all taxes all complete as per direction of E/I/
173
-
2172
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Supply & Laying of stone ballast 45-63mm size including staking all taxes all complete as per direction of E/I/
140
-
2255
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Supply and stacking of 22.4-53mm. Hard stone ballast at site proper complition of the work as per direction of E/I. P.S.
116
-
2282
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Supply & stacking of scrinning materials (stone dust 2.36mm & below)
86
-
2337
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Consolidation of stone ballast by 8-10 ton road roller including opening out stacks, sorting in to proper sizes. Repairing patches in existing road, spreasing the material, making madhi, carraige of mattel up to 30m, supply and maintenance of barriers, caution post, light at night, carraige of water up to 200m including all labour and T&P etc 15 cm thick. 755(a) 2017-18
173
-
190
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Consolidation of stone ballast by 8-10 ton road roller including opening out stacks, sorting in to proper sizes. Repairing patches in existing road, spreasing the material, making madhi, carraige of mattel up to 30m, supply and maintenance of barriers, caution post, light at night, carraige of water up to 200m including all labour and T&P etc 12 cm thick. 755(b) 2017-18
140
-
180
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Consolidation of stone ballast by 8-10 ton road roller including opening out stacks, sorting in to proper sizes. Repairing patches in existing road, spreasing the material, making madhi, carraige of mattel up to 30m, supply and maintenance of barriers, caution post, light at night, carraige of water up to 200m including all labour and T&P etc 10 cm thick. S.I.No. 755(c) 2017-18
116
-
185
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Construction of granular sub-base by providing close graded Material sperading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotabator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per Clause 401 by mix in place method.
1547
-
3275
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Supply & Laying of 80mm thick Interlocking Tile I-Shape interlocking pavar block a with top layar of minimum 8mm thikness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high class finish skid reditant manufactured rubber moulds through vibro-compression machanism. The compreddive strength of concrete pavar block shall not be less than 30 MPa (M-30) and wight 5kg per no confirming to IS: 15658-2006 including cost of material, labour T&P etc. required for proper completion of the work as directed by Engineer-in-charge. including laveling and dressing of surface to required lavel and slope, filling joints with local sand including the cost of all labour T&P etc. complete but excluding. but excluding UP. VAT: Additional S.I. No. 51/P51 SOR 2017-18
3810
-
830
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(i) Red colour (High Quality Pigment/Lanxess, Bayer Chamicals)
1426
-
900
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Earth work in embankment including Cartage of earth upto 8km loading/unloading etc all complete as per direction of E/I/. S.I. 231/2017-18 and roylty @30Rs. Per cum
6325
-
287
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P/A tack coat with bitumen 80/100 on prepared surface of granular base/WBM surface including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechnical means. (AR)
1740
-
24.4
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Providing and laying bituminos macadam (BM) with 100-120 TOH hot mix plant producing an average outputof 75 tonnnes per hour using crushed aggregae of specified grading premixed with 80/100 (VG-10) bituminous binder, transported to site, laid overa previously prepared surface with paver finsher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Bitumen@3.3 percent of mix)
87
-
7196
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P/A tack coat with bitumen 80/100(V-10) using emulsion pressure distribator @ 0.3kg/sqm on the prepared bitumenous/granular surface cleaned with mechanical broom. A.R.
1740
-
13.1
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Providing and Laying semi dence bituminos concrete with 100-120 TPH batch type HMP producing an average output of 75 Tonnes per hour using crushed aggregates fo specified grading, premixed with bituminous 60/70 (VG-30) binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic, paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause No. 508 complete in all respects. MORTH-508. A.R.
44
-
8744
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Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. S.I. 765/2017-18
262
-
57.5
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Sub Work No.- 2 Laying of Sewer Line
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (excluding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed as per direction of E/I. (Analysis Attached)
-
-
-
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(a) 0-1.50m
266
-
165
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(b) 1.50-3.0m
11
-
207
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(c) 3.0-4.50m
-
-
-
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Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)
57
-
5200
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C/L & jointing of 350 mm dia RCC hume pipe NP3 including all labour material etc all complete for proper completion of the work.(AR)
-
-
-
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0-1.50
400
-
1519
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1.50-3.00
48
-
1544
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Providing and laying 150mm dia 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 : DSR 19.6.2
178
-
342.43
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Cement concrete with 4 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279)/2017-18
66
-
6100
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Construction of brick masonoray internal chamber (0.60x.060x0.75mt.) size including supply of all material, labour T&P required for proper completion of the work. A.R.
26
-
7535
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Construction of brick masonoray chamber (0.90x0.80x1.50mt.) internal size including supply of all material, labour T&P required for proper completion of the work. A.R.
45
-
15233
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Construction of brick masonoray manhole (1.0x1.2x1.5mt.) internal size including supply of all material, labour T&P required for proper completion of the work. A.R.
28
-
19124
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Providing, laying and jointing glazed stoneware pipes 150mm diameter class SP-1 with mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 Fine sand ) including testing of joints etc. complete. S.I. No. 19.1.2/2017-18
41.6
-
195
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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: DSR 19.4.1.1/ 2016
26
-
1538.3
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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: S.I. No. 281A/2017-18
4
-
5000
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Same as item NO.- 6 but regulatory shaft for extra/less depth AR
5.2
-
5819
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Same as item NO.- 7 but regulatory shaft for extra/less depth AR
2.8
-
7163
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Sub Work No.- 3 Laying of Watermain
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (excluding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed as per direction of E/I. S.I.No. 251/2017-18
-
-
-
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(a) 0-1.50m
660
-
90
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S/F of 160mm dia PVC finolex, Shalimar/Kisan approved make pipe joints including cost of pipe coupling sockets sales taxes excise duty insurance and transportation upto desinated place P.V.C. pipe with shocket and tested for 6.00 kg/cmsq I.S.I marked. (P.S.)
456
-
327.36
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Providing and fixing 110mm dia, 6kg/sqm P.V.C pipe for supply of water including all fittings such as collar including supply of all materials, labour and T&P etc required for proper completion of work I.S.I marked approved make (P.S.)
586.3
-
227.04
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Supply of following size sluice valve I.S.I marked.
-
-
-
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A- 100mm dia PSR CB No. 2409/2016
8
-
2352
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B- 150mm dia DSR No. 18.31.3.1
2
-
4686.48
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Construction of brick masonary house connection chamber of size 900x900x1000 mm.(Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) for sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2016/18.34.1
10
-
11369.04
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Construction of brick masonary house connection chamber of size 60x60x75 cm (Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) fire hydrants, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2016/18.33.1
8
-
6575.62
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Making water Connection of G.I. pipe line with G.I. mains (25 to 40mm) dia by providing and fixing brass ferruel 25mm dia G.I. Union and G.I. nipple including cutting and threading the pipe inspection testing cutting and makin good the road excluding bond with nagar palika fixing of pipe line upto the point near the building complete work including supply of all materials labour t&p etc. required for proper completion of the work. DSR-18.13.1/2016
208
-
378.38
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Providing and fixing G.I. Pipes 20 mm dia complete with G.I. fittings and clamps, including cutting and making good the walls etc. SOR 18.10.2/2017-18
416
-
192
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Providing and fixing 15 mm nominal outer dia 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 slovent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer - in - charge. DSR-18.8.1/2016
1040
-
236.35
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Supply of following P.V.C. fittling I.S.I marked of 10kg/cmSq bearing pressure inlcuding sales tax excise duty etc.
-
-
-
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A (i)- TEE 160x160x160mm
6
-
452.15
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(ii)- TEE 160x160x110mm
7
-
312
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(iii) TEE 110x110x110mm
12
-
121.73
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B-(i) Reducer 160x110mm
7
-
145.25
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C- END CAP(i) - 110MM
2
-
37.44
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D- BEND(i)- 110MM
4
-
71.47
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(ii) 110mm dia
8
-
71.47
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Supply of solvent for jointing of PVC pipe.
50
-
144
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Supply & fixing of Air valve as per direction of engineer in charge. 100 mm dia C.B. No. 2409/2016
1
-
1032
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Sub Work No.- 4 Drainage Work
-
-
-
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Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 meters from the foundation trenches (S.I. No. 251)2017-18
218.24
-
90
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Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275 )
132
-
3200
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M-150 brick work in 1:6 (one cement and six coarse sand of 1.25 F.M. mortar) in foundation and including supply of all material and T &P etc. required for proper completion of work. S.I NO. 303+(N.I.- 1-307A)2017-18
328
-
4500
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Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A)2017-18
44
-
6200
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12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 4 coarse sand. (PWD-584A)
1115
-
160
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R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18
25
-
7650
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M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)/2017-18
39.2
-
5600
... More
Sub Work No.- 5 Construction of Boundray Wall & Gate
-
-
-
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Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 meters from the foundation trenches (S.I. No. 251)2017-18
293
-
90
... More
Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 275 )
55
-
3200
... More
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in lighter beams excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work.Binding wire is to be supplied by the contractor free of cost.(S.I. No. 283A+Diff.)/2017-18
42
-
7850
... More
R.C.C. 1:1.5:3 as above but in coloumn
(S.I. No. 289)/2017-18
95
-
8000
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M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)/ 2017-18
139
-
5600
... More
M-150 class brick work in 1:6 (one part of cement and six part of coarse sand of 2.75 FM ) cement mortar in foundation and plinth including supply of all materials labour t&p etc. required for proper completion of the work. (SI.No. 303+(307A-N.I.-1))/2017-18
175
-
4500
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M-150 class Brick work in 1:6(one part of cement and six part of coarse sand) cement mortar in super structure for one brick thick wall (9") including supply of all material, labour T&P etc. required for proper completion of work. (SI.No. 303+(307A-N.I.-1)+309+310)/2017-18
150
-
4970
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12mm thick plaster with 1:4 cement & coarse sand mortar over brick work minimum thickness not to be less than 10mm any where Including supply of all material, labour T&P etc. required for proper completion of the work. (SI.No. 584)/2017-18
2167
-
160
... More
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (SI.No. 660+661)/2017-18
2167
-
66
... More
Mild steel or iron work in fabrication and Fixing of grill/stair case railing including cost of hinges wrought to requires from including supply of steel, bolts nuts and westage etc. and their fixing required for proper completion of the work (SI.No. 502C)/2017-18
112.2
-
5900
... More
Painting two coats over priming coat (including cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel paint of standered make brushing to give an even shade and finished and including cleaning the surface all durt and other foreing metter sand paparing and stripping including cost matter and scoured with wire brushed fine steel/wood scrappers sand paparing and knotting including coat of all and supply of all materials, labour tools and plants etc. required for proper completion of the work. (SI.No. N.I. 1A+2+4(ii))/2017-18
449
-
65
... More
Sub Work No.- 6 Construction of Saptic Tanks
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (excluding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. DSR 2.6.1/2016
-
-
-
... More
(a) 0-1.50m
148
-
116.16
... More
(b) 1.50-3.0m
155
-
164.16
... More
(c) 3.0-4.50m
15
-
212.16
... More
Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work. (S.I NO. 281)/2017-18
10
-
5200
... More
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in wall/coloumn excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. (S.I NO. 289)/2017-18
36
-
8000
... More
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in lighter beams in foundation excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work.Binding wire is to be supplied by the contractor free of cost.(S.I. No. 288+(283A-284))/2017-18
19
-
7850
... More
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18
15
-
7650
... More
Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR 19.15.1/2016
32
-
257.24
... More
Providing and fixing S.C.I. tee at the inlet and outlet of septic tank. DSR 7087/2016
4
-
576
... More
Providing & fixing 75mm dia vent pipes. DSR 17.35.2.1/2016
2
-
683.72
... More
Providing & fixing of 75mm dia cast iron terminal guard. DSR 17.56.2.1/2016
2
-
189.21
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
-
-
-
... More
M.D. -10- Circular shape 500mm internal diameter. DSR 19.19.2.2/2016
4
-
872.02
... More
M.D. -2.5- Circular shape 450mm internal diameter. DSR 19.19.1.3/2016
8
-
866.02
... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
-
-
-
... More
With F.P.S. bricks DSR 19.19.32.1/2016
4
-
19854.29
... More
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 : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (AR)
60
-
165
... More
Providing and laying 150mm dia 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 : DSR 19.6.2/2016
100
-
342.44
... More
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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.7.1.1/2016
8
-
8288.74
... More
Sub Work No.- 7 Construction of Rainwater Harvesting System
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-
-
-
... More
In all kind of soil upto 1.5m depth (AR)
34
-
165
... More
In all kind of soil upto 1.5m to 3.0m. Depth (AR)
34
-
207
... More
In all kind of soil upto 3.0m to 4.5m. Depth (AR)
26
-
261
... More
Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: S.I. No. 279A/2017-18
-
-
-
... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
2
-
6200
... More
Brick work 150 class bricks of class foundation and plinth in:
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
34
-
4650
... More
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) S.I. No. 284A/2017-18
4
-
7650
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
Mild steel and Medium Tnsile steel bars. S.I. No. 504/2017-18
168
-
56
... More
15mm cement plaster on rough side of single or half brick wall mix
-
-
-
... More
1:4 (1 cement : 4 coarse sand) S.I. No. 584/2017-18
76
-
160
... More
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
-
-
-
... More
With 20x20mm square bar. DSR 19.15.1
24
-
246.72
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
-
-
-
... More
M.D. -10- Circular shape 500mm internal diameter. DSR 19.19.2.2
4
-
837.12
... More
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-incharge, upto 90 metre depth below ground level.
-
-
-
... More
Drilling of 300mm dia bore hole manually. DSR 23.1.1.1/2016
50
-
355.87
... 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.
-
-
-
... More
150 mm nominal size dia. DSR 23.4.2/2016
50
-
508.18
... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.DSR 23.5/2016
7.06
-
885.02
... More
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, 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. DSR 23.6/2016
8
-
996.53
... More
Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7/2016
8
-
996.53
... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8/2016
2
-
1128.58
... More
Construction of collecting chamber 150 class brick work 1.5x1.5x1.5 mtr. Internal size with top RCC slab finished with 1:4 cement & coarse sand plaster etc all complete. A.R.
2
-
37872
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