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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹49.3 L (15.9%)Admitted-Finance | ₹3.6 Cr+₹49.3 L (15.9%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹95.6 L (30.7%)Admitted-Finance | ₹4.1 Cr+₹95.6 L (30.7%) | L3 | Admitted-Finance |
| 4 | L4₹4.4 Cr+₹1.3 Cr (43.2%)Admitted-Finance | ₹4.4 Cr+₹1.3 Cr (43.2%) | L4 | Admitted-Finance |
| 5 | L5₹4.4 Cr+₹1.3 Cr (43.2%)Admitted-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | ₹4.4 Cr+₹1.3 Cr (43.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Avinash Dhiman L9 | Sachin Sood L4 | MOHINDER PAL VERMA L8 | Bhupinder Paul Mahajan L5 | gopal sharma L1 | Jalam Singh L6 | rameshthakur L7 | Ghanshyam Sen L2 | AJAY PATHANIA L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in hilly area in all heights and depths in all kind of soil by manual/mechanical means 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, etcetera and to protect stability of hill side track 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 conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 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 and dumping to be arranged by the contractor of unsuitable cut materials in specified manner, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer -in -Charge for smooth riding inclusive carriage of surlpus excavated materials through all modes of transportation with in all leads and lifts and as per entire satisfaction/directionof Engineer in charge.The recovery of useful stone for 8798.26 cum (Eight thousand seven hundred ninety eight point two six cubic metre) in all cases @ rupees 170/- only (Rupees one hundred seventy only) per cubic metre shall be deducted from each running bill of the contractor on pro-rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases. | 1,13,789.43 | Per Cubic Metre | 197 ₹2,24,16,517.71 | 180.85 ₹2,05,78,818.42 | 175 ₹1,99,13,150.25 | 157 ₹1,78,64,940.51 | 127 ₹1,44,51,257.61 Lowest | 205.64 ₹2,33,99,658.39 | 164 ₹1,86,61,466.52 | 142 ₹1,61,58,099.06 | 131 ₹1,49,06,415.33 |
| 2.00 | Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals. | 4,524.66 | Per Cubic Metre | 182 ₹8,23,488.12 | 175.02 ₹7,91,905.99 | 283 ₹12,80,478.78 | 200 ₹9,04,932 | 170 ₹7,69,192.2 Lowest | 210 ₹9,50,178.6 | 385 ₹17,41,994.1 | 200 ₹9,04,932 | 189 ₹8,55,160.74 |
| 3.00 | Earth work in excavation for structures in all depths as per drawings and technical specification for Rural road 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 leads and lifts 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 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. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manner trimming filling of unevenness blind edge 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 removed by suitable diversion bailing out or dewatering 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. | 1,869.31 | Per Cubic Metre | 290 ₹5,42,099.9 | 235 ₹4,39,287.85 | 364 ₹6,80,428.84 | 350 ₹6,54,258.5 | 180 ₹3,36,475.8 | 300 ₹5,60,793 | 388 ₹7,25,292.28 | 250 ₹4,67,327.5 | 179 ₹3,34,606.49 Lowest |
| 3.10 | Extra work in excavation for road side drain | 272.03 | Per Cubic Metre | 290 ₹78,888.7 | 250 ₹68,007.5 | 278 ₹75,624.34 | 175 ₹47,605.25 | 50 ₹13,601.5 Lowest | 300 ₹81,609 | 388 ₹1,05,547.64 | 300 ₹81,609 | 179 ₹48,693.37 |
| 4.00 | Providing and laying concrete Mechanically mixed and vibrated PCC M-10 (Ten) nominal mix 1:3.:6 ( One cement: Three sand :six graded stone 40 mm(forty millimetre) nominal/ reinforced concrete in open foundations and plinths or similar works complete as per drawing and technical specification for rural roads August 2004, Clause 802,803,1202 and 1203.and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. | 484.3 | Per Cubic Metre | 5,550 ₹26,87,865 | 5,500.01 ₹26,63,654.84 | 6,250 ₹30,26,875 | 5,713 ₹27,66,805.9 | 4,200 ₹20,34,060 | 5,000 ₹24,21,500 | 6,300 ₹30,51,090 | 3,800 ₹18,40,340 Lowest | 5,500 ₹26,63,650 |
| 5.00 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random rubble masonry in cement-mortar 1:6 (One cement : six sand) and curing complete including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. | 1,976.59 | Per Cubic Metre | 4,290 ₹84,79,571.1 | 5,453 ₹1,07,78,345.27 | 4,207 ₹83,15,514.13 | 5,813 ₹1,14,89,917.67 | 3,400 ₹67,20,406 Lowest | 4,000 ₹79,06,360 | 4,175 ₹82,52,263.25 | 4,100 ₹81,04,019 | 5,500 ₹1,08,71,245 |
| 6.00 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonry (2nd sort) in cement-mortar 1:5 ( One cement : five sand) and curing complete including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. | 177 | Per Cubic Metre | 4,550 ₹8,05,350 | 3,945.01 ₹6,98,266.77 | 4,420 ₹7,82,340 | 6,002 ₹10,62,354 | 3,500 ₹6,19,500 Lowest | 4,200 ₹7,43,400 | 5,100 ₹9,02,700 | 4,150 ₹7,34,550 | 5,800 ₹10,26,600 |
| 7.00 | Construction of dry rabble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. | 1,891.63 | Per Cubic Metre | 2,400 ₹45,39,912 | 2,345 ₹44,35,872.35 | 3,059.08 ₹57,86,647.5 | 3,313 ₹62,66,970.19 | 1,700 ₹32,15,771 Lowest | 2,500 ₹47,29,075 | 3,100 ₹58,64,053 | 2,200 ₹41,61,586 | 3,200 ₹60,53,216 |
| 8.00 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. | 456.12 | Per Cubic Metre | 986.3 ₹4,49,871.16 | 750.01 ₹3,42,094.56 | 1,184.17 ₹5,40,123.62 | 513.01 ₹2,33,994.12 Lowest | 600 ₹2,73,672 | 1,000 ₹4,56,120 | 1,800 ₹8,21,016 | 800 ₹3,64,896 | 1,200 ₹5,47,344 |
| 9.00 | Providing and laying 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 works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge. | 123 | Per Running metre | 4,851.4 ₹5,96,722.2 | 5,500.01 ₹6,76,501.23 | 3,901 ₹4,79,823 | 4,800 ₹5,90,400 | 3,700 ₹4,55,100 Lowest | 3,900 ₹4,79,700 | 4,500 ₹5,53,500 | 4,000 ₹4,92,000 | 4,000 ₹4,92,000 |
Tender Value
₹4.9 Cr
EMD Value
₹9.9 L
Closing Date
28 Jul 2021, 5:30 pmClosed
EE Nirmand
Executive Engineer, Outer Seraj Division, HP.PWD. Nirmand
Construction link road from Maninvi to Tharvi in Km. 0/00 to 6/045. (SH- Formation cutting 5/7 mtrs wide road, including retaining walls breast walls, C/o cross-drainage works and dumping structure in Km. 0/00 to 6/045) under NABARD RIDF-XXVI
2021_PWD_50242_1
No.PW-NIT-Tender
Open Tender
Civil Works
Item Rate
548 days
Nermond
Please refer Tender documents.
16 documents required · 16 mandatory
₹5,000
EE Nirmand
₹9.9 L
7 Aug 2021
23 Jul 2021
30 Jul 2021
23 Jul 2021
28 Jul 2021
23 Jul 2021
Amount
Excavation in earth work in hilly area in all heights and depths in all kind of soil by manual/mechanical means 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, etcetera and to protect stability of hill side track 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 conformit with the requirement of technical specification for Rural Road. clause 1603.1 and 1603.2 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 and dumping to be arranged by the contractor of unsuitable cut materials in specified manner, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer -in -Charge for smooth riding inclusive carriage of surlpus excavated materials through all modes of transportation with in all leads and lifts and as per entire satisfaction/directionof Engineer in charge.The recovery of useful stone for 8798.26 cum (Eight thousand seven hundred ninety eight point two six cubic metre) in all cases @ rupees 170/- only (Rupees one hundred seventy only) per cubic metre shall be deducted from each running bill of the contractor on pro-rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall compensated by him in all cases.
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Earth work in excavation for structures in all depths as per drawings and technical specification for Rural road 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 leads and lifts 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 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. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manner trimming filling of unevenness blind edge 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 removed by suitable diversion bailing out or dewatering 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.
Extra work in excavation for road side drain
Providing and laying concrete Mechanically mixed and vibrated PCC M-10 (Ten) nominal mix 1:3.:6 ( One cement: Three sand :six graded stone 40 mm(forty millimetre) nominal/ reinforced concrete in open foundations and plinths or similar works complete as per drawing and technical specification for rural roads August 2004, Clause 802,803,1202 and 1203.and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random rubble masonry in cement-mortar 1:6 (One cement : six sand) and curing complete including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonry (2nd sort) in cement-mortar 1:5 ( One cement : five sand) and curing complete including and hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Construction of dry rabble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Providing and laying 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 works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303. Rubble stone flooring in cement mortar 1:3 (one cement: three sand) including hauling of materials in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) diametre GI wire conforming to IS:338.33 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10 (ten ) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each as per drawing and technical specifications Clause 1301 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
Ghanshyam Sen
AJAY PATHANIA
Sachin Sood
Bhupinder Paul Mahajan
Jalam Singh
rameshthakur
MOHINDER PAL VERMA
Avinash Dhiman
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