Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date22 Dec 2023
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 10,53,000Document Cost
₹ 30,000Tender Fee
₹ 5,900
Summary
External Development Works Phase V
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
2023_CEPW_114349_1Tender No
2023_CEPW_114349_1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Earth filling in under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
816.94
54220
66.37
... More
Earth filling with earth brought from outside including loading and unloading completeWithin 15Km
2477.06
1121514
452.76
... More
Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
127.28
530178
4165.45
... More
Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.
10
3687
368.74
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
1140.92
252417
221.24
... More
Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
741.7
372719
502.52
... More
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
18.53
7418
400.33
... More
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
85.38
47852
560.46
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
389.29
3066402
7876.91
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
155.39
959145
6172.5
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in
superstructure
81.66
568568
6962.62
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth.
266.31
1484851
5575.65
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level.
150.44
860514
5719.98
... More
Providing and laying Polished Granite stone 18 mm thick 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.Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
289.22
857103
2963.5
... More
Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone.
150.79
174266
1155.69
... More
Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc.
49.18
72069
1465.42
... More
Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Gang saw cut stone. 30mm thick White sand stone.
17.93
35304
1968.99
... More
20mm thick cement plaster 1:5 in two coat work
1525.02
403429
264.54
... More
Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
538.5
19854
36.87
... More
Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect.
50
9850
197
... More
20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical
498.76
191319
383.59
... More
Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
1684.03
274985
163.29
... More
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
16.27
1131
69.53
... More
Iron grated doors, including pintle hinges & arrangements.
4.88
51876
10630.4
... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
212
14518
68.48
... More
Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
141.33
251494
1779.48
... More
Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.
85
195375
2298.53
... More
Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
185
72037
389.39
... More
Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof.
b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any including specially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers.
0.01
-
0.01
... More
e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures.
g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client).
h) 12 months maintenance of the entire system including replacement of any dead plants
18.79
501111
26669
... More
Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer's specification.
18
60768
3376
... More
Providing and fixing of glass reinforced concrete (G.R.C) exterior paving tiles in 'Cobblestone' finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days.
0.01
-
0.01
... More
The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix.
48.15
70684
1468
... More
Providing and fixing of Glass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
566.65
959905
1694
... More
Providing and fixing of Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
213.67
313668
1468
... More
Dismantling brick work tile, masonry or tile lining In cement
74.52
53542
718.49
... More
EXTERNAL DEVELOPMENT PHASE-V, PART B (REGISTRAR'S RESIDENCE)
0.01
-
0.01
... More
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
269.6
51693
191.74
... More
Earth filling in under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
269.6
17893
66.37
... More
Earth filling with earth brought from outside including loading and unloading complete Within 15Km
1113.4
504103
452.76
... More
Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
25.74
107219
4165.45
... More
Cement Concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
0.58
3144
5420.54
... More
Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.
10
3687
368.74
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
368.74
81580
221.24
... More
Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
300.48
150997
502.52
... More
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
67.39
26978
400.33
... More
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
20.48
11478
560.46
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
148.97
1173423
7876.91
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
57.52
355042
6172.5
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in
superstructure
32.2
224196
6962.62
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth.
28.81
160634
5575.65
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level.
59.53
340510
5719.98
... More
Providing and laying Polished Granite stone 18 mm thick 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. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
21.81
64634
2963.5
... More
Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone.
54.52
63008
1155.69
... More
Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc.
104.16
152638
1465.42
... More
Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Gang saw cut stone. 30mm thick White sand stone.
33.56
66079
1968.99
... More
20mm thick cement plaster 1:5 in two coat work
581.34
153788
264.54
... More
Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
129.64
4780
36.87
... More
Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect.
50
9850
197
... More
Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
581.34
94927
163.29
... More
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
25.34
1762
69.53
... More
Iron grated doors, including pintle hinges & arrangements.
3.8
40396
10630.4
... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
84.95
5817
68.48
... More
Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
56.63
100772
1779.48
... More
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.
42.73
98216
2298.53
... More
Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
90
35045
389.39
... More
Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof.
b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any including specially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers.
0.01
-
0.01
... More
e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures.
g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client).
h) 12 months maintenance of the entire system including replacement of any dead plants
26.45
705395
26669
... More
Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer's specification.
62
209312
3376
... More
Providing and fixing glass reinforced concrete (G.R.C) exterior paving tiles in 'Cobblestone' finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days.
0.01
-
0.01
... More
The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix.
19.16
28127
1468
... More
Providing and fixing of Glass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
264.85
448656
1694
... More
Providing and fixing of Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
51.72
75925
1468
... More
Dismantling brick work tile, masonry or tilelining In cement
55.2
39661
718.49
... More
EXTERNAL DEVELOPMENT PHASE-V, PART C (GUEST HOUSE)
0.01
-
0.01
... More
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
804.91
154333
191.74
... More
Earth filling in under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
267.53
17756
66.37
... More
Cement Concrete 1:4:8 With stone aggregate 40mm gaugemixing by mechanical means using concrete mixer volumetric type
123.23
513308
4165.45
... More
Cement Concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
4.38
23742
5420.54
... More
Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.
151.19
55750
368.74
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
507.66
112315
221.24
... More
Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
566.6
284728
502.52
... More
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
90.87
36378
400.33
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
212.25
1671874
7876.91
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
86.61
534600
6172.5
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in
superstructure
45.19
314641
6962.62
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth.
60.71
338498
5575.65
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level.
140.44
803314
5719.98
... More
Providing and laying Polished Granite stone 18 mm thick 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. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
62.82
186167
2963.5
... More
Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone.
157.73
182287
1155.69
... More
Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc.
7.98
11694
1465.42
... More
Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Gang saw cut stone. 30mm thick White sand stone.
7.29
14354
1968.99
... More
20mm thick cement plaster 1:5 in two coat work
1137.1
300808
264.54
... More
Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
494.79
18243
36.87
... More
Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect.
50
9850
197
... More
20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical
813.33
311985
383.59
... More
Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines.
151.19
41892
277.08
... More
Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
1137.1
185677
163.29
... More
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
23.17
1611
69.53
... More
Iron grated doors, including pintle hinges & arrangements.
6.95
73881
10630.4
... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
1110.49
76046
68.48
... More
Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
437.12
777846
1779.48
... More
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, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.
118.83
273134
2298.53
... More
Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
185
72037
389.39
... More
Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof.
b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any including specially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers.
0.01
-
0.01
... More
e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures.
g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client).
h) 12 months maintenance of the entire system including replacement of any dead plants
5.81
154947
26669
... More
Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer's specification.
14
47264
3376
... More
Providing and fixing of UniStone or equivalent glass reinforced concrete (G.R.C) exterior paving tiles in 'Cobblestone' finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days.
0.01
-
0.01
... More
The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix.
318.29
467250
1468
... More
Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
587.55
995310
1694
... More
Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others.
0.01
-
0.01
... More
The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
238
349384
1468
... More
EXTERNAL DEVELOPMENT PHASE-V, PART D (ROAD WORK)
0.01
-
0.01
... More
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
476.51
91366
191.74
... More
Earth filling in under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
476.51
31626
66.37
... More
Earth filling with earth brought from outside including loading and unloading completeWithin 15Km
2481.3
1123433
452.76
... More
Cement Concrete 1:4:8 with stone ballast of size. 40 mm gauge.
94.32
392885
4165.45
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth.
57.27
319317
5575.65
... More
Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
619.98
672164
1084.17
... More
Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.
593.4
650687
1096.54
... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
795.8
54496
68.48
... More
Construction of granular sub-base by providing coarse graded material grading-III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
519
923550
1779.48
... More
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, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications.
426
979174
2298.53
... More
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
4493.2
71082
15.82
... More
Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, carriage of mixed material to site of work, 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 complete as per technical clause 505 of MORT&H specifications
117.95
940379
7972.69
... More
Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, 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 complete as per technical clause 507 of MORT&H specifications.
70.77
634948
8972
... More
Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications.
116.38
75607
649.66
... More
Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
686.5
267316
389.39
... More
EXTERNAL DEVELOPMENT PHASE-V, PART E (CENTRAL WORKSHOP)
0.01
-
0.01
... More
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
526.16
100886
191.74
... More
Earth filling in under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres.
526.16
34921
66.37
... More
Cement Concrete 1:4:8 With stone aggregate 40mm gaugemixing by mechanical means using concrete mixer volumetric type
150.56
627150
4165.45
... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
383.62
26270
68.48
... More
Construction of granular sub-base by providing coarse graded material grading-III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
170.5
303401
1779.48
... More
First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth.
83.78
467128
5575.65
... More
Kotah stone rough dressed 40mm to 50mm thick slabs, set to pattern in pavements over 20mm thick base of cement mortar (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone
1006.67
1259626
1251.28
... More
Providing and laying flamed finish Granite stone 18mm thick in 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 : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
167.14
370476
2216.56
... More
Fine dressed red stone (From Agra) flooring 40mm thick set in 12.5mm thick cement mortar 1:5 including jointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone
83.57
94908
1135.67
... More
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.
447.62
382840
855.28
... More
12.5 mm thick cement plaster 1:4
97.49
19693
202
... More
PLUMBING WORKS
0.01
-
0.01
... More
EXTERNAL DEVELOPMENT PHASE-V, PART A (VC'S RESIDENCE)
0.01
-
0.01
... More
SUB HEAD - I - SEWERAGE AND DRAINAGE
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
32.59
2850
87.44
... More
Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete in all respects.
0.01
-
0.01
... More
For depth not exceeding 2 m. below Ground level
0.01
-
0.01
... More
For all classes of soil except rocky .
735.83
173641
235.98
... More
Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
160mm i/d pipe
17.6
22060
1253.39
... More
200mm i/d pipe
210.6
413650
1964.15
... More
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
0.01
-
0.01
... More
160mm i/d pipe
3.8
2614
687.83
... More
200mm i/d pipe
51.81
35636
687.83
... More
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
0.01
-
0.01
... More
100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm.
10
19300
1930.01
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 75x120 cm and 120 cm deep
16
304065
19004.09
... More
Inside size 90x150 cm and 120 cm deep
18
431389
23966.07
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 75x120 cm
1
5600
5600.41
... More
Inside size 90x150 cm
1
6348
6348.39
... More
Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.
0.01
-
0.01
... More
Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
2
10246
5123.17
... More
450mm x 600mm inside with 455mm x 610mm cover and frame light duty
double seal
12
81364
6780.33
... More
Extra for every 0.30 metre depth of inspection chamber.
0.01
-
0.01
... More
450mm x 450mm inside
1
1222
1222.06
... More
450mm x 600mm inside
1
1362
1362.18
... More
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.
0.01
-
0.01
... More
Single road gully chamber :
0.01
-
0.01
... More
Size 610mm x 457mm x 800mm
1
6301
6300.98
... More
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
0.01
-
0.01
... More
R.C.C. Pipe NP -2
0.01
-
0.01
... More
150mm i/d pipe
207.01
105772
510.95
... More
250mm i/d pipe
172.94
115692
668.97
... More
300mm i/d pipe
6
5385
897.58
... More
Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type
0.01
-
0.01
... More
150 mm dia
37.55
148960
3966.99
... More
250 mm dia
41.48
164551
3966.99
... More
300 mm dia
1.68
6665
3966.99
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
0.01
-
0.01
... More
For pipes 100 to 250 mm Diametre
1
354
353.98
... More
Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda
0.01
-
0.01
... More
Sewer connections upto 300 mm id
1
6384
6384.21
... More
Providing & Fixing RCC Road Gully grating & frame
0.01
-
0.01
... More
RCC Road Gully grating & frame size 610mm*300mm
4
4998
1249.45
... More
Foot Rest for Manhole.
0.01
-
0.01
... More
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design.
102
22458
220.18
... More
SUBHEAD-II - HARVESTING PIT
0.01
-
0.01
... More
Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m.
0.01
-
0.01
... More
For Percolation pit
587.89
21058
35.82
... More
For Silt chamber
41
1469
35.82
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
For Percolation pit : rate 40 x 6 : 240 Rs per cum
587.89
148642
252.84
... More
For Silt chamber : rate 40 x 6 : 240 Rs per cum
41
10366
252.84
... More
Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
0.01
-
0.01
... More
For Percolation pit
40
8807
220.18
... More
For Silt chamber
8
1761
220.18
... More
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
0.01
-
0.01
... More
For Percolation pit
64.35
12999
202
... More
For Silt chamber
75.6
15271
202
... More
Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia of steel for lifting hook is 16mm. (for EHD and HD.)
0.01
-
0.01
... More
560mm id. RCC Manhole cover with frame. (Heavy duty)
0.01
-
0.01
... More
For Percolation pit
4
4678
1169.39
... More
For Silt chamber
4
4678
1169.39
... More
Floating coat of 1.5mm thick neat cement laid in one operation to the topping.
0.01
-
0.01
... More
For Percolation pit
64.35
1966
30.55
... More
For Silt chamber
75.6
2310
30.55
... More
Cement concrete 1:4:8 with stone aggregate of size 40mm gauge. using concrete mixing volumetric type
0.01
-
0.01
... More
For Percolation pit
3.76
15662
4165.45
... More
For Silt chamber
1.95
8123
4165.45
... More
First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
49.72
281360
5658.88
... More
For Silt chamber
12.52
70849
5658.88
... More
Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
0.01
-
0.01
... More
Boring with 300mm id housing pipe (Upto 150 m depth BGL.)
220
210052
954.78
... More
Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
160mm o/d pipe of 6 kgf./sqcm
220
202503
920.47
... More
Providing and placing in horizontal layers filtering media (round in shape) screened, washed and cleaned as described below:-
0.01
-
0.01
... More
Top Layer:Top layer :----- Fine sand screened, cleaned and washed and
graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to
3.00) from Pathankot or other approved source.
10.61
18656
1758.38
... More
Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
10.61
22769
2145.98
... More
Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
10.61
15626
1472.8
... More
Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and
graded from 20mm to 45mm (from Pathankot or approved equivalent
quarry).
10.61
14751
1390.3
... More
Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry).
10.61
14588
1374.91
... More
Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
4.94
29191
5909.12
... More
For Silt chamber
4.19
24759
5909.12
... More
Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
0.01
-
0.01
... More
For Percolation pit
19.79
11092
560.46
... More
For Silt chamber
12.15
6810
560.46
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
0.01
-
0.01
... More
For Percolation pit
3.62
801
221.24
... More
For Silt chamber
2.35
520
221.24
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
0.01
-
0.01
... More
For Percolation pit
3.44
27097
7876.91
... More
For Silt chamber
4.62
36391
7876.91
... More
Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
0.01
-
0.01
... More
For Silt chamber
5.77
62310
10798.96
... More
SUBHEAD-III - WATER SUPPLY& GARDEN IRRIGATION
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
210
18362
87.44
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum
210
53096
252.84
... More
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
75mm o/d pipe of 6 Kgf. / sqcm
290
64397
222.06
... More
EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
uPVC Pipe 10 Kgf/cm2 : 25mm i/d
60
5661
94.35
... More
Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
0.01
-
0.01
... More
15mm i/d Brass Ball valves
2
537
268.63
... More
25mm i/d Brass Ball valves
10
5550
555.02
... More
Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete.
0.01
-
0.01
... More
25mm size
1
2463
2462.52
... More
Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPE pipe lines of all diametres and screwing in Ferrule and connections complete in all respect.
0.01
-
0.01
... More
15mm i/d Ferrule
10
4823
482.3
... More
EXTERNAL DEVELOPMENT PHASE-V, PART B (REGISTRAR'S RESIDENCE)
0.01
-
0.01
... More
SUB HEAD - I - SEWERAGE AND DRAINAGE
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
8.94
782
87.44
... More
Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete in all respects.
0.01
-
0.01
... More
For depth not exceeding 2 m. below Ground level
0.01
-
0.01
... More
For all classes of soil except rocky .
257.17
60687
235.98
... More
Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
160mm i/d pipe
12
15041
1253.39
... More
200mm i/d pipe
62.24
122249
1964.15
... More
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
0.01
-
0.01
... More
160mm i/d pipe
2.59
1781
687.83
... More
200mm i/d pipe
15.31
10531
687.83
... More
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
0.01
-
0.01
... More
100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
4
7720
1930.01
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 75x120 cm and 120 cm deep
6
114025
19004.09
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 75x120 cm
1
5600
5600.41
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 90x150 cm and 120 cm deep
5
119830
23966.07
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 90x150 cm
1
6348
6348.39
... More
Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.
0.01
-
0.01
... More
Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
2
10246
5123.17
... More
450mm x 600mm inside with 455mm x 610mm cover and frame light duty
double seal
10
67803
6780.33
... More
Extra for every 0.30 metre depth of inspection chamber.
0.01
-
0.01
... More
450mm x 450mm inside
1
1222
1222.06
... More
450mm x 600mm inside
2.67
3637
1362.18
... More
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.
0.01
-
0.01
... More
Single road gully chamber :
0.01
-
0.01
... More
Size 610mm x 457mm x 800mm
1
6301
6300.98
... More
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
0.01
-
0.01
... More
R.C.C. Pipe NP -2
0.01
-
0.01
... More
150mm i/d pipe
186.08
95078
510.95
... More
250mm i/d pipe
6
4014
668.97
... More
Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type
0.01
-
0.01
... More
150 mm dia
33.75
133886
3966.99
... More
250 mm dia
1.45
5752
3966.99
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
0.01
-
0.01
... More
For pipes 100 to 250 mm Diametre
1
354
353.98
... More
Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda
0.01
-
0.01
... More
Sewer connections upto 300 mm id
1
6384
6384.21
... More
Providing & Fixing RCC Road Gully grating & frame
0.01
-
0.01
... More
RCC Road Gully grating & frame size 610mm*300mm
4
4998
1249.45
... More
Foot Rest for Manhole.
0.01
-
0.01
... More
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design.
33
7266
220.18
... More
SUBHEAD-II - HARVESTING PIT
0.01
-
0.01
... More
Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m.
0.01
-
0.01
... More
For Percolation pit
293.95
10529
35.82
... More
For Silt chamber
20.5
734
35.82
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
For Percolation pit : rate 40 x 6 : 240 Rs per cum
293.95
74322
252.84
... More
For Silt chamber : rate 40 x 6 : 240 Rs per cum
20.5
5183
252.84
... More
Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
0.01
-
0.01
... More
For Percolation pit
20
4404
220.18
... More
For Silt chamber
8
1761
220.18
... More
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
0.01
-
0.01
... More
For Percolation pit
32.17
6498
202
... More
For Silt chamber
37.8
7636
202
... More
Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia of steel for lifting hook is 16mm. (for EHD and HD.)
0.01
-
0.01
... More
560mm id. RCC Manhole cover with frame. (Heavy duty)
0.01
-
0.01
... More
For Percolation pit
2
2339
1169.39
... More
For Silt chamber
2
2339
1169.39
... More
Floating coat of 1.5mm thick neat cement laid in one operation to the topping.
0.01
-
0.01
... More
For Percolation pit
32.17
983
30.55
... More
For Silt chamber
37.8
1155
30.55
... More
Cement concrete 1:4:8 with stone aggregate of size 40mm gauge. using concrete mixing volumetric type
0.01
-
0.01
... More
For Percolation pit
1.88
7831
4165.45
... More
For Silt chamber
0.98
4082
4165.45
... More
First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
24.85
140623
5658.88
... More
For Silt chamber
6.25
35368
5658.88
... More
Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
0.01
-
0.01
... More
Boring with 300mm id housing pipe (Upto 150 m depth BGL.)
110
105026
954.78
... More
Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer.
0.01
-
0.01
... More
160mm o/d pipe of 6 kgf./sqcm
110
101252
920.47
... More
Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-
0.01
-
0.01
... More
Top Layer:Top layer :----- Fine sand screened, cleaned and washed and
graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to
3.00) from Pathankot or other approved source.
5.3
9319
1758.38
... More
Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
5.3
11374
2145.98
... More
Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
5.3
7806
1472.8
... More
Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and
graded from 20mm to 45mm (from Pathankot or approved equivalent
quarry).
5.3
7369
1390.3
... More
Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry).
5.3
7287
1374.91
... More
Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
2.47
14596
5909.12
... More
For Silt chamber
2.1
12409
5909.12
... More
Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
0.01
-
0.01
... More
For Percolation pit
9.9
5549
560.46
... More
For Silt chamber
6.08
3408
560.46
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
0.01
-
0.01
... More
For Percolation pit
1.81
400
221.24
... More
For Silt chamber
1.18
261
221.24
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
0.01
-
0.01
... More
For Percolation pit
1.72
13548
7876.91
... More
For Silt chamber
2.31
18196
7876.91
... More
Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
0.01
-
0.01
... More
For Silt chamber
2.89
31209
10798.96
... More
SUBHEAD-III - WATER SUPPLY & GARDEN IRRIGATION
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
153
13378
87.44
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum
153
38685
252.84
... More
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
75mm o/d pipe of 6 Kgf. / sqcm
190
42191
222.06
... More
EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
uPVC Pipe 10 Kgf/cm2 : 25mm i/d
65
6133
94.35
... More
Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
0.01
-
0.01
... More
15mm i/d Brass Ball valves
2
537
268.63
... More
25mm i/d Brass Ball valves
7
3885
555.02
... More
Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete.
0.01
-
0.01
... More
25mm size
1
2463
2462.52
... More
Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPE pipe lines of all diametres and screwing in Ferrule and connections complete in all respect.
0.01
-
0.01
... More
15mm i/d Ferrule
7
3376
482.3
... More
EXTERNAL DEVELOPMENT PHASE-V, PART C (GUEST HOUSE)
0.01
-
0.01
... More
SUB HEAD - I - SEWERAGE AND DRAINAGE
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
88.43
7732
87.44
... More
Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete in all respects.
0.01
-
0.01
... More
For depth not exceeding 2 m. below Ground level
0.01
-
0.01
... More
For all classes of soil except rocky .
931.79
219884
235.98
... More
Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Basic rate + 58% premium as per AC slip no.4)
0.01
-
0.01
... More
160mm i/d pipe
30
37602
1253.39
... More
200mm i/d pipe
191.58
376292
1964.15
... More
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
0.01
-
0.01
... More
160mm i/d pipe
6.48
4457
687.83
... More
200mm i/d pipe
47.13
32417
687.83
... More
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
0.01
-
0.01
... More
100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
14
27020
1930.01
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 90x150 cm and 120 cm deep
45
1078473
23966.07
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 90x150 cm
32.49
181957
5600.41
... More
Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.
0.01
-
0.01
... More
Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
6
30739
5123.17
... More
450mm x 600mm inside with 455mm x 610mm cover and frame light duty
double seal
8
54243
6780.33
... More
Extra for every 0.30 metre depth of inspection chamber.
0.01
-
0.01
... More
450mm x 450mm inside
0.73
892
1222.06
... More
450mm x 600mm inside
1.3
1771
1362.18
... More
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.
0.01
-
0.01
... More
Single road gully chamber :
0.01
-
0.01
... More
Size 610mm x 457mm x 800mm
1
6301
6300.98
... More
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
0.01
-
0.01
... More
R.C.C. Pipe NP -2
0.01
-
0.01
... More
150mm i/d pipe
122.77
62729
510.95
... More
200mm i/d pipe
271.79
158913
584.69
... More
Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type
0.01
-
0.01
... More
150 mm dia
22.27
88345
3966.99
... More
200 mm dia
65.19
258608
3966.99
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
0.01
-
0.01
... More
For pipes 100 to 250 mm Diametre
2
708
353.98
... More
Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda
0.01
-
0.01
... More
Sewer connections upto 300 mm id
2
12768
6384.21
... More
Providing & Fixing RCC Road Gully grating & frame
0.01
-
0.01
... More
RCC Road Gully grating & frame size 610mm*300mm
30
37484
1249.45
... More
Foot Rest for Manhole.
0.01
-
0.01
... More
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design.
135
29724
220.18
... More
SUBHEAD-II - HARVESTING PIT
0.01
-
0.01
... More
Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m.
0.01
-
0.01
... More
For Percolation pit
587.89
21058
35.82
... More
For Silt chamber
41
1469
35.82
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
For Percolation pit : rate 40 x 6 : 240 Rs per cum
587.89
148642
252.84
... More
For Silt chamber : rate 40 x 6 : 240 Rs per cum
41
10366
252.84
... More
Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
0.01
-
0.01
... More
For Percolation pit
40
8807
220.18
... More
For Silt chamber
8
1761
220.18
... More
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
0.01
-
0.01
... More
For Percolation pit
64.35
12999
202
... More
For Silt chamber
75.6
15271
202
... More
Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia of steel for lifting hook is 16mm. (for EHD and HD.)
0.01
-
0.01
... More
560mm id. RCC Manhole cover with frame. (Heavy duty)
0.01
-
0.01
... More
For Percolation pit
4
4678
1169.39
... More
For Silt chamber
4
4678
1169.39
... More
Floating coat of 1.5mm thick neat cement laid in one operation to the topping.
0.01
-
0.01
... More
For Percolation pit
64.35
1966
30.55
... More
For Silt chamber
75.6
2310
30.55
... More
Cement concrete 1:4:8 with stone aggregate of size 40mm gauge. using concrete mixing volumetric type
0.01
-
0.01
... More
For Percolation pit
3.76
15662
4165.45
... More
For Silt chamber
1.95
8123
4165.45
... More
First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
49.72
281360
5658.88
... More
For Silt chamber
12.52
70849
5658.88
... More
Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.
0.01
-
0.01
... More
Boring with 300mm id housing pipe (Upto 150 m depth BGL.)
220
210052
954.78
... More
Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer.
0.01
-
0.01
... More
160mm o/d pipe of 6 kgf./sqcm
220
202503
920.47
... More
Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-
0.01
-
0.01
... More
Top Layer:Top layer :----- Fine sand screened, cleaned and washed and
graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to
3.00) from Pathankot or other approved source.
10.61
18656
1758.38
... More
Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
10.61
22769
2145.98
... More
Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
10.61
15626
1472.8
... More
Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and
graded from 20mm to 45mm (from Pathankot or approved equivalent
quarry).
10.61
14751
1390.3
... More
Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry).
10.61
14588
1374.91
... More
Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth.
0.01
-
0.01
... More
For Percolation pit
4.94
29191
5909.12
... More
For Silt chamber
4.19
24759
5909.12
... More
Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
0.01
-
0.01
... More
For Percolation pit
19.79
11092
560.46
... More
For Silt chamber
12.15
6810
560.46
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
0.01
-
0.01
... More
For Percolation pit
3.62
801
221.24
... More
For Silt chamber
2.35
520
221.24
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
0.01
-
0.01
... More
For Percolation pit
3.44
27097
7876.91
... More
For Silt chamber
4.62
36391
7876.91
... More
Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
0.01
-
0.01
... More
For Silt chamber
5.77
62310
10798.96
... More
SUBHEAD-III - WATER SUPPLY & GARDEN IRRIGATION
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
170.4
14900
87.44
... More
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around.
0.01
-
0.01
... More
Extra for every 7.50 metres additional lead beyond 30 m.
0.01
-
0.01
... More
For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor
0.01
-
0.01
... More
Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum
170.4
43084
252.84
... More
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
0.01
-
0.01
... More
75mm o/d pipe of 6 Kgf. / sqcm
230
51074
222.06
... More
EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects.
0.01
-
0.01
... More
uPVC Pipe 10 Kgf/cm2 : 25mm i/d
54
5095
94.35
... More
Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
0.01
-
0.01
... More
15mm i/d Brass Ball valves
2
537
268.63
... More
25mm i/d Brass Ball valves
8
4440
555.02
... More
Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete.
0.01
-
0.01
... More
25mm size
1
2463
2462.52
... More
Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPE pipe lines of all diametres and screwing in Ferrule and connections complete in all respect.
0.01
-
0.01
... More
15mm i/d Ferrule
7
3376
482.3
... More
EXTERNAL DEVELOPMENT PHASE-V, PART D (ROAD WORK)
0.01
-
0.01
... More
SUB HEAD - I - SEWERAGE AND DRAINAGE
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
124.23
10863
87.44
... More
Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete in all respects.
0.01
-
0.01
... More
For depth not exceeding 2 m. below Ground level
0.01
-
0.01
... More
For all classes of soil except rocky .
1607.21
379269
235.98
... More
Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.
0.01
-
0.01
... More
200mm i/d pipe
234.44
460475
1964.15
... More
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
0.01
-
0.01
... More
200mm i/d pipe
57.67
39667
687.83
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 90x150 cm and 120 cm deep
11
263627
23966.07
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 90x150 cm
5.9
37456
6348.39
... More
Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
0.01
-
0.01
... More
Inside size 120x180 cm and 120 cm deep
22
703886
31994.8
... More
Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.
0.01
-
0.01
... More
Inside size 120x180 cm
7.25
55520
7657.89
... More
Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.
0.01
-
0.01
... More
Single road gully chamber :
0.01
-
0.01
... More
Size 610mm x 457mm x 800mm
6
37806
6300.98
... More
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
0.01
-
0.01
... More
R.C.C. Pipe NP -2
0.01
-
0.01
... More
150mm i/d pipe
84.83
43344
510.95
... More
200mm i/d pipe
30
17541
584.69
... More
300mm i/d pipe
302.45
271473
897.58
... More
Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type
0.01
-
0.01
... More
150 mm dia
15.38
61012
3966.99
... More
250 mm dia
6.31
25032
3966.99
... More
300 mm dia
84.97
337075
3966.99
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
0.01
-
0.01
... More
For pipes 100 to 250 mm Diametre
1
354
353.98
... More
Making connection of newly laid sewer in walls of existing manhole of fully charge
sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda
0.01
-
0.01
... More
Sewer connections upto 300 mm id
4
25537
6384.21
... More
Providing & Fixing RCC Road Gully grating & frame
0.01
-
0.01
... More
RCC Road Gully grating & frame size 610mm*300mm
60
74967
1249.45
... More
Foot Rest for Manhole.
0.01
-
0.01
... More
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design.
132
29064
220.18
... More
SUBHEAD-II - WATER SUPPLY & GARDEN IRRIGATION
0.01
-
0.01
... More
Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.
0.01
-
0.01
... More
Depth upto 1.5 m B.G.L
0.01
-
0.01
... More
All classes of soil except rocky
258
22560
87.44
... More
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
0.01
-
0.01
... More
75mm o/d pipe of 6 Kgf. / sqcm
30
6662
222.06
... More
90mm o/d pipe of 6 Kgf. / sqcm
180
55838
310.21
... More
EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects.
0.01
-
0.01
... More
uPVC Pipe 10 Kgf/cm2 : 25mm i/d
30
2831
94.35
... More
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (15% premium as AC slip No. 04)
0.01
-
0.01
... More
D.I. Pipe as per IS 8329 DI-K7 : 100mm i/d pipe lines laid complete
190
252848
1330.78
... More
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge).
0.01
-
0.01
... More
Class PN-1.6 as per ISI
0.01
-
0.01
... More
80mm i/d Sluice Valves flanged
5
23716
4743.1
... More
100mm i/d Sluice Valves flanged
5
32190
6437.95
... More
Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
0.01
-
0.01
... More
Size 0.9 m. x 0.9 m.
10
82475
8247.5
... More
Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete.
0.01
-
0.01
... More
C.I Single air valve screwed (Size 25mm)
4
7406
1851.62
Evaluation Notes How It Works ?
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