Indira Gandhi Nahar Project Tender
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Costs
EMD
₹ 55,40,000Document Cost
₹ 10,000Tender Fee
₹ 2,500
Summary
Renovation And Modernization Of Canals Offtaking Between Rd 248 To 314 Of Smg Branch And Bhatiyawala Minor And Its System. (package-smgs-e)
Description
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Contact
Tender Id
2025_IGNP_450285_5Tender No
ACEJSM/05/2024-25Tender Authority
Indira Gandhi Nahar Project ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km).
14209.97
110
1566649.19
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 750 m to 1250 m.
7892.74
118
937262.88
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 1250m to 1750 m.
7581.24
127
964712.79
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 1750m to 2250 m.
6475.55
135
879055.91
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 2250m to 2750 m.
3744.48
144
540141.24
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 2750m to 3250 m.
2557.8
152
390703.95
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Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm
528274.9
8
4279026.69
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Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
528274.9
25
13206872.5
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
528274.9
12
6656263.74
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Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
2284.63
762
1741573.45
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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required In cement mortar
1872.66
576
1080150.29
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Recover cost of useful stone @ 2/3rd of masonary work dismantled quantity.
1248.44
-575
-717853
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Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.50 cm
100556.2
28
2815573.6
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Single tile lining 74 mm thick with PCC Block size 30x15x4 cm in bed laid in 6 mm thick cement mortar 1:3 (1 cement : 3 bajari ) over base plaster of 12 mm thick in cement mortar 1:6 (1 cement : 6 bajari ) & 16 mm thick sandwich plaster in cement mortar 1:3 (1 cement : 3 bajari ) including dressing of bed, scaffolding, laying & jointing of LDPE/HDPE film & curing for 28 days complete as per specification excluding cost of LDPE/HDPE film, including cost of jointing material. : Side slopes
87193.1
851
74201328.1
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Single tile lining 74 mm thick with PCC Block size 30x15x4 cm in bed laid in 6 mm thick cement mortar 1:3 (1 cement : 3 bajari ) over base plaster of 12 mm thick in cement mortar 1:6 (1 cement : 6 bajari ) & 16 mm thick sandwich plaster in cement mortar 1:3 (1 cement : 3 bajari ) including dressing of bed, scaffolding, laying & jointing of LDPE/HDPE film & curing for 28 days complete as per specification excluding cost of LDPE/HDPE film, including cost of jointing material. : Bed
24592.77
815
20043107.55
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ISI marked low Density Poly Ethylene (LDPE) film black, High Impact resistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron in the form of flat sheet of 6 to 9 metre width without having any joints as per IS: 2508-1984
27783.07
190
5278783.3
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
5507.19
5093
28048118.67
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5
1829.57
4377
8008027.89
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6
4584.87
4243
19453603.41
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Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio In Cement sand mortar 1:3
2192.31
149
326654.19
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Plaster in cement sand mortar 1:5 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 12 mm
36188.08
230
8323258.4
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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
1029.74
314
323338.36
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm
835.86
320
267475.2
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm
256.59
5058
1297832.22
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Stone patties edges hammer dressed including all lead and lift. Length up to 1.50 m to 2.50 m and thickness 70 mm and above
240.37
800
192296
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Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete)
30582.52
160
4893203.2
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S&F in position cut stone neatly dressed including earthwork, CC.1:4:8 painting with enamel paint engraving letters and numerals as per aaIRC standard design complete.Ordinary Km. stone
1654
690
1141260
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Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.
24879.12
584
14529406.08
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Supply and fixing in position of APM block made of C.I. as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concerning in C.C. (1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect cost of APM block (all size) per block
48
10500
504000
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Supply of fibreglass reinforced plastic (FRP) Gauge plate for accurate measurement of water level, moulded and sandwiched with MS strip both side finish, front side engraved and molded computerized marking of bands and figures covered in radium, eye pleasent colour combination, laminated with high abrasioj grade polyurethane , provision of MS pressed channel for gauge plate more than 60 cm width etc., complete as directed. 10 cm wide.
65.21
4450
290184.5
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Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;20mm
95.94
6091
584370.54
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete In cement sand mortar 1:4
793.65
4580
3634917
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing
78.04
225
17559
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Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)
3138.32
89
279310.48
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
88
84
7392
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 900mm NP4
20
7552
151040
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 900mm Labour Charges only
20
403
8060
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Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per second & engraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete. Up to 3 cusec, 3 mm thick
2
15000
30000
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