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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | ₹11.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹11.6 L+₹44,119.15 (3.94%)Rejected-Finance | ₹11.6 L+₹44,119.15 (3.94%) | L2 | Rejected-Finance Being 2nd lowest bidder |
| 3 | L3₹11.9 L+₹69,280.70 (6.19%)Rejected-Finance VILL REOG PO BHALAOG TEHSIL KUMARSAIN DISTT SHIMLA HP | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | ₹11.9 L+₹69,280.70 (6.19%) | L3 | Rejected-Finance Being 3rd lowest bidder |
| 4 | L4₹12.1 L+₹86,094.60 (7.69%)Rejected-Finance | ₹12.1 L+₹86,094.60 (7.69%) | L4 | Rejected-Finance Being 4th lowest bidder |
| 5 | L5₹15.3 L+₹4.1 L (37.0%)Rejected-Finance | ₹15.3 L+₹4.1 L (37.0%) | L5 | Rejected-Finance Being 5th lowest bidder |
| Sl No | Description | Qty | Unit | AJAY KUMAR BHARDWAJ L4 | SANJEEV L2 | MITLESH BISHT L5 | RACHIT BHAIK L1 | SUNIL DUTT L3 | Mohit Gupta L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 5/7 meters wide (5 meters wide in straigth and 7 meters on curves) Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth in all height and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock where blasting is prohibited and their intermediate classification of soils including dewatering wherever required, setting out true to the required lines, grades, side, slopes, trimming of bottom and levels as shown on the drawing and as directed by the Engineer.-in Charge. at site according to the HP.PWD specification of 1990 volume-I and sorting out useful and un-useful material and stacking the same in all leads and lifts and transportation of the un serviceable materials for filling in roadways, embankment s for grade improvement and leveling to required grades and then disposing of all surplus excavated materials in acquired width of the road or on approved dumping site /sites through all labours machineries materials, tools, equipments and safety measures and other incidental necessary to complete the work by mechanical means and or labour if any required. The recovery for stones, whether useful or not for 380.70 (Three hundred eighty point seventy) Cubic Meter in all cases at the rate of Rupees 300/- only (Rupees three hundred only) per cubic meter shall be effected on pro rata basis in all circumstances. 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. | 2,810.25 | Per Cubic Metre | 169 ₹4,74,932.25 | 135 ₹3,79,383.75 | 240 ₹6,74,460 | 125 ₹3,51,281.25 Lowest | 175 ₹4,91,793.75 | 245 ₹6,88,511.25 |
| 2.00 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge. | 69.03 | Per Cubic Metre | 111 ₹7,662.33 Lowest | 145 ₹10,009.35 | 250 ₹17,257.5 | 220 ₹15,186.6 | 225 ₹15,531.75 | 260 ₹17,947.8 |
| 3.00 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 173.28 | Per Cubic Metre | 4,069 ₹7,05,076.32 | 4,330 ₹7,50,302.4 | 4,700 ₹8,14,416 | 4,200 ₹7,27,776 | 3,810 ₹6,60,196.8 Lowest | 4,800 ₹8,31,744 |
| 4.00 | Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 56 | Each | 129 ₹7,224 Lowest | 200 ₹11,200 | 230 ₹12,880 | 210 ₹11,760 | 220 ₹12,320 | 250 ₹14,000 |
| 5.00 | Back filling behind abutment, retaining wall/breast wall including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 15.45 | Per Cubic Metre | 669 ₹10,336.05 | 800 ₹12,360 | 950 ₹14,677.5 | 850 ₹13,132.5 | 555 ₹8,574.75 Lowest | 1,050 ₹16,222.5 |
Tender Value
₹15.3 L
EMD Value
₹30,600
Closing Date
29 Nov 2024, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Formation Cutting 5/7 mtr wide road in Km 0/000 to 0/270 and C/O R/Wall at Rd 0/160 to 0/175 0/255 to 0/270 B/Wall at Rd 0/255 to 0/270
2024_PWD_95514_1
PW-KMS-AB-NIT/2024-6877-78 dt 16.11.2024
Open Tender
Civil Works - Roads
Item Rate
90 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹30,600
24 Dec 2025
21 Nov 2024
30 Nov 2024
21 Nov 2024
29 Nov 2024
21 Nov 2024
Amount
5/7 meters wide (5 meters wide in straigth and 7 meters on curves) Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth in all height and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock where blasting is prohibited and their intermediate classification of soils including dewatering wherever required, setting out true to the required lines, grades, side, slopes, trimming of bottom and levels as shown on the drawing and as directed by the Engineer.-in Charge. at site according to the HP.PWD specification of 1990 volume-I and sorting out useful and un-useful material and stacking the same in all leads and lifts and transportation of the un serviceable materials for filling in roadways, embankment s for grade improvement and leveling to required grades and then disposing of all surplus excavated materials in acquired width of the road or on approved dumping site /sites through all labours machineries materials, tools, equipments and safety measures and other incidental necessary to complete the work by mechanical means and or labour if any required. The recovery for stones, whether useful or not for 380.70 (Three hundred eighty point seventy) Cubic Meter in all cases at the rate of Rupees 300/- only (Rupees three hundred only) per cubic meter shall be effected on pro rata basis in all circumstances. 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 as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Back filling behind abutment, retaining wall/breast wall including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
SANJEEV (BID ID -451297)
SUNIL DUTT (BID ID -450924)
AJAY KUMAR BHARDWAJ (BID ID -450237)
MITLESH BISHT (BID ID -451578)
Mohit Gupta (BID ID -451600)
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