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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹2.0 L (0.62%)Admitted-Finance | ₹3.3 Cr+₹2.0 L (0.62%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹6.7 L (2.04%)Admitted-Finance | ₹3.4 Cr+₹6.7 L (2.04%) | L3 | Admitted-Finance |
| 4 | L4₹3.8 Cr+₹50.0 L (15.2%)Admitted-Finance | ₹3.8 Cr+₹50.0 L (15.2%) | L4 | Admitted-Finance |
| 5 | L5₹3.8 Cr+₹52.2 L (15.9%)Admitted-Finance | ₹3.8 Cr+₹52.2 L (15.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUNIL KUMAR VIJ CONTRCATOR L1 | rajender L3 | SURENDER SINGH NEGI L4 | durga parasd contruction L2 | CHARAN DASS SHARMA L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. All useful material such as stones, shingle, aggregate and slates shall be sorted out and stacked along the road side not less than 313.84 cum. (Three hundred thirteen decimal eighty four cubic metre) in all cases, failing which recovery @ 300/- only (Rupees Three hundred only) per cubic metre shall be effected. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. | 3,134.32 | Per Cubic Metre | 200 ₹6,26,864 Lowest | 247 ₹7,74,177.04 | 270 ₹8,46,266.4 | 215 ₹6,73,878.8 | 270 ₹8,46,266.4 |
| 2.00 | Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 specifications (latest edition) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). all earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner trimming filling of unevenness blindage and finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | 1,860.42 | Per Cubic Metre | 400 ₹7,44,168 Lowest | 550 ₹10,23,231 | 525 ₹9,76,720.5 | 505 ₹9,39,512.1 | 636 ₹11,83,227.12 |
| 3.00 | Providing and laying mechnically mixed and vibrated concrete for plain / reinforced concrete in open foundations complete as per drawing and as per MORD technical specification clauses 802,803,1202 & 1203, Plain cement concrete nominal mix 1:6:12 (one cement : six sand : twelve graded/crushed stone aggregate 40mm (forty millimetre) nominal size) including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials , as per direction of Engineer-in-Charge. | 96.2 | Per Cubic Metre | 5,200 ₹5,00,240 | 5,547 ₹5,33,621.4 | 6,100 ₹5,86,820 | 4,005 ₹3,85,281 Lowest | 6,358 ₹6,11,639.6 |
| 4.00 | Providing and laying mechnically mixed and vibrated concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade 1:4:8 (one cement : four sand :eight graded stone aggregate 25 mm (Twenty five millimetre) nominal size) including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge. | 2,122.58 | Per Cubic Metre | 6,200 ₹1,31,59,996 Lowest | 6,410 ₹1,36,05,737.8 | 7,225 ₹1,53,35,640.5 | 6,505 ₹1,38,07,382.9 | 7,286 ₹1,54,65,117.88 |
| 5.00 | Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for substructure/superstructure like retaining walls, breast walls wing walls, toe walls, abutment and similar works etc. in all heights complete as per drawing and as per MORD technical specification clauses 702, 704, 1202 & 1204 and curing complete including hauling of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 1,415.89 | Per Cubic Metre | 5,800 ₹82,12,162 | 5,681 ₹80,43,671.09 | 6,400 ₹90,61,696 | 5,305 ₹75,11,296.45 Lowest | 6,350 ₹89,90,901.5 |
| 6.00 | Coursed rubble masonry first sort in cement mortar 1:4 (one cement : four sand) in substructure/superstructure complete as per drawing and as per MORD technical specifications clauses 702, 704, 1202, & 1204 and curing complete including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | 63.29 | Per Cubic Metre | 6,500 ₹4,11,385 Lowest | 6,500 ₹4,11,385 Lowest | 7,450 ₹4,71,510.5 | 6,505 ₹4,11,701.45 | 7,405 ₹4,68,662.45 |
| 7.00 | Providing and laying rubble stone flooring with cement mortar 1:3 (one cement:three sand) laid over cement concrete bedding complete as per drawing and as per MORD technical specification clause 1303 including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge. | 3.43 | Per Cubic Metre | 500 ₹1,715 Lowest | 16,215 ₹55,617.45 | 17,100 ₹58,653 | 8,005 ₹27,457.15 | 17,974 ₹61,650.82 |
| 8.00 | Providing and laying 900mm (nine hundred millimetre) diametre reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per MORD technical specifcation clause 1106 complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge. | 52.5 | Per Rmt | 5,200 ₹2,73,000 | 5,121 ₹2,68,852.5 Lowest | 5,900 ₹3,09,750 | 5,705 ₹2,99,512.5 | 5,836 ₹3,06,390 |
| 9.00 | Back filling behind abutment, wing wall and return wall/breast wall and retaining walls complete as per drawing and technical specification clause 1204.3.8 including hauling of material through all modes of transportation within all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. | 340.5 | Per Cubic Metre | 1,000 ₹3,40,500 Lowest | 1,280 ₹4,35,840 | 1,625 ₹5,53,312.5 | 1,205 ₹4,10,302.5 | 1,626 ₹5,53,653 |
| 10.00 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and as per MORD technical specifications clause 1301 complete within all leads, lifts, carriage of material and other incidentials, as per direction of Engineer-in-Charge. | 1,047.6 | Per Cubic Metre | 2,900 ₹30,38,040 | 2,750 ₹28,80,900 Lowest | 3,250 ₹34,04,700 | 2,805 ₹29,38,518 | 3,192 ₹33,43,939.2 |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
26 Feb 2023, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER KARCHHAM DIVISION HPPWD BHABANAGAR
C/o Balance work of road from Rangle to Miroo Km. 0/00 to 4/705 (SH-ROFD, C/O R/wall and B/wall, parapets, CD works and P/F W metal beam, crash barrier railing at various RDs under NABARD RIDF-XXIII)
2023_PWD_69014_1
8714-18 dated 14.02.2022
Open Tender
Civil Works
Item Rate
730 days
BHABANAGAR
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
EE BHABANAGAR
₹7.3 L
Yes
13 Apr 2023
17 Feb 2023
27 Feb 2023
17 Feb 2023
26 Feb 2023
17 Feb 2023
Amount
Excavation in earth work in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. All useful material such as stones, shingle, aggregate and slates shall be sorted out and stacked along the road side not less than 313.84 cum. (Three hundred thirteen decimal eighty four cubic metre) in all cases, failing which recovery @ 300/- only (Rupees Three hundred only) per cubic metre shall be effected. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.
Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 specifications (latest edition) including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). all earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner trimming filling of unevenness blindage and finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.
Providing and laying mechnically mixed and vibrated concrete for plain / reinforced concrete in open foundations complete as per drawing and as per MORD technical specification clauses 802,803,1202 & 1203, Plain cement concrete nominal mix 1:6:12 (one cement : six sand : twelve graded/crushed stone aggregate 40mm (forty millimetre) nominal size) including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials , as per direction of Engineer-in-Charge.
Providing and laying mechnically mixed and vibrated concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade 1:4:8 (one cement : four sand :eight graded stone aggregate 25 mm (Twenty five millimetre) nominal size) including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Random rubble stone masonry in cement mortar 1:6 (one cement: six sand) for substructure/superstructure like retaining walls, breast walls wing walls, toe walls, abutment and similar works etc. in all heights complete as per drawing and as per MORD technical specification clauses 702, 704, 1202 & 1204 and curing complete including hauling of materials in all leads lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Coursed rubble masonry first sort in cement mortar 1:4 (one cement : four sand) in substructure/superstructure complete as per drawing and as per MORD technical specifications clauses 702, 704, 1202, & 1204 and curing complete including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
Providing and laying rubble stone flooring with cement mortar 1:3 (one cement:three sand) laid over cement concrete bedding complete as per drawing and as per MORD technical specification clause 1303 including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Providing and laying 900mm (nine hundred millimetre) diametre reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per MORD technical specifcation clause 1106 complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall/breast wall and retaining walls complete as per drawing and technical specification clause 1204.3.8 including hauling of material through all modes of transportation within all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and as per MORD technical specifications clause 1301 complete within all leads, lifts, carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Providing and laying mechnically mixed and vibrated concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade M-10 nominal mix 1:3:6 (one cement : three sand : six graded stone aggregate 20mm (twenty millimetre) nominal size) including cost of form work and curing complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Providing weep holes in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm (one hundred millimetre) diametre PVC pipe extending through the full width of the structures with slope of 1V:20H towards drawing face complete as per drawing and as per MORD technical specifications clauses 614,709,1204.3.7 within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
Providing and erecting a "W" metal beam Crash Barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam guard rail 70cm (seventy centimetre) above road/ ground level fixed on ISMC series channel vertical posts 150X 75 X 5mm (one hundred fifty into seventy five into five millimetre) thick spaced 2.00m (two point zero metre) centre to centre, 1.80m (one point eight zero metre) high, 1.10m (one point one zero metre) below ground/ road level. All steel parts and fitments to be galvanised by hot deep process, all fittings to confirm to IS : 1367 and 1364, metal beam guard rail to be fixed on the vertical posts with a spacer of channel section 150X75X5mm (one hundred fifty into seventy five into five millimetre), 330mm ( three hundred thirty millimetre) long complete as per clause 810 within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.
durga parasd contruction
rajender
SURENDER SINGH NEGI
CHARAN DASS SHARMA
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