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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance K BLOCK 202 AAROGYAM RESIDENTS WALFARE ASSOCIATION OPP CRYSTAL WORLD N H 58 P O PATANJALI YOGPEETH HARIDWAR | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹7.5 L (2.11%)Admitted-Finance | ₹3.6 Cr+₹7.5 L (2.11%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | SUSHEEL CONSTRUCTION L1 | M/S ANUJ KUMAR SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification of shoring and bracing, removal of stumps and other deleterious matterials. | 1,906 | M3 | - | - |
| 2.00 | Excavation in soil with Dozer with lead up to 100m. Making bund | 11,000 | M3 | - | - |
| 3.00 | Dewatering form foundation of abutements and wing walls including supply of all material, labour and T&P etc. required for proper completion of the work. | 2,320 | Hrs. | - | - |
| 4.00 | Provinding & laying of empty cement Bags with local sand and soil. | 54,350 | Nos. | - | - |
| 5.00 | Removal of unsuitable Soil with Disposal removal of unsuitable soil including exacavation, loading & disposal upto 1000m lead but excluding ompaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seprately as per clause 303.5.2 as per Technical specification Clause 302.3.11. | 11,000 | M3 | - | - |
| 6.00 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone | 10,261 | M2 | - | - |
| 7.00 | S/Fixing M.S. chain of 10mm dia bar with 30mm dia ring. Hanging chain for bathing | 10,887 | Kg | - | - |
| 8.00 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement | 4,120 | M2 | - | - |
| 9.00 | Supply & Fixing M.S. Angle Iron (100x100x8)mm and 2.50 Long @ 2.50 Mtr. Interval with base plate 8mm thick including all cost of material labour T&P etc complete | 340 | Nos. | - | - |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix (1:2:4) | 2,643 | M3 | - | - |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
29 Oct 2020, 6:55 pmClosed
SE IRRIGATION WORKS CIRCLE HARIDWAR
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS CIRCLE HARIDWAR
Repairing work of MS angle, MS chain, Hook, Tile/Stone, Railing etc of existing ghats in left and right bank of Mayapur escape channel under Mahakumbh Mela-2021
2020_IRDCE_26835_1
05/SE/2020-21
Open Tender
Civil Works
Item Rate
45 days
DISTRICT HARIDWAR
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
₹7.3 L
IRRIGATION WORKS CIRCLE HARIDWAR
4 Nov 2020
16 Oct 2020
30 Oct 2020
16 Oct 2020
29 Oct 2020
17 Oct 2020
17 Oct 2020
Amount
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification of shoring and bracing, removal of stumps and other deleterious matterials.
Excavation in soil with Dozer with lead up to 100m. Making bund
Dewatering form foundation of abutements and wing walls including supply of all material, labour and T&P etc. required for proper completion of the work.
Provinding & laying of empty cement Bags with local sand and soil.
Removal of unsuitable Soil with Disposal removal of unsuitable soil including exacavation, loading & disposal upto 1000m lead but excluding ompaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seprately as per clause 303.5.2 as per Technical specification Clause 302.3.11.
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone
S/Fixing M.S. chain of 10mm dia bar with 30mm dia ring. Hanging chain for bathing
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement
Supply & Fixing M.S. Angle Iron (100x100x8)mm and 2.50 Long @ 2.50 Mtr. Interval with base plate 8mm thick including all cost of material labour T&P etc complete
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix (1:2:4)
Supply & fixing GI pipe 50mm dia i/c all cost of material labour T&P etc complete
Supply & fixing hook 12mm dia bar i/c all cost of material labour T&P etc complete
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimension
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
Engaging of tractor Trolly I/C wages of driver and cost of fuel
Engaging of unskilled labour and beldar
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, In 1:4 Cement mortar 1202 & 1204
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.
Scraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as per Technical Specification Clause 202.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix (1:3:6)
M/S ANUJ KUMAR SINGH
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