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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.2 LAccepted-Finance V P O BARI GUMANUTEH SADAR DISTRICT MANDI H P | ₹10.2 L | 1 | Accepted-Finance 1 |
| 2 | 2₹10.2 L+₹148.56 (0.01%)Rejected-Finance VILLAGE KHURAHAL PO DHAWAL TEHSIL SUNDER NAGAR DISTT MANDI HP | ₹10.2 L+₹148.56 (0.01%) | 2 | Rejected-Finance 2 |
| 3 | 3₹10.8 L+₹60,167.93 (5.87%)Rejected-Finance | ₹10.8 L+₹60,167.93 (5.87%) | 3 | Rejected-Finance 3 |
| 4 | 4₹11.0 L+₹70,715.89 (6.90%)Rejected-Finance | ₹11.0 L+₹70,715.89 (6.90%) | 4 | Rejected-Finance 4 |
| 5 | 5₹11.0 L+₹78,144.03 (7.63%)Rejected-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹11.0 L+₹78,144.03 (7.63%) | 5 | Rejected-Finance 5 |
Tender Value
₹14.9 L
EMD Value
₹29,800
Closing Date
5 Sept 2026, 11:00 amClosed
EE MANDI-II,HPPWD MANDI
EE
RRD on Sain Sadoh Road km. 0/00 to 14/00 (SH - C/O RCC Slab culvert at Rd 0/420) PDNA 2025
2026_PWD_142172_43
MDII
Open Tender
Civil Works
Percentage
30 days
EE MANDI-II, HPPWD MANDI
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
Yes
₹29,800
Yes
14 Sept 2026
28 Aug 2026
5 Sept 2026
28 Aug 2026
5 Sept 2026
28 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in all kinds of soil for structure 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 any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 157.31 | Per Cubic Metre | 517.65 | ₹81,431.52 |
| 2 | Providing and laying 1:6:12 (One cement : sixe sand : twalve graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 3.76 | Per Cubic Metre | 4,612 | ₹17,341.12 |
| 3 | Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 91.73 | Per Cubic Metre | 4,986.2 | ₹4,57,384.13 |
| 4 | Providing concrete for plain concrete 1:3:6 (One cement : Three sand : Six graded stone aggregate) Mechanically Mixed in open foundation and curing complete including form work as per drawings and technical specification Clause 802, 803, 1202 & 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 97.66 | Per cubic metre | 5,639.3 | ₹5,50,734.04 |
| 5 | Providing and laying Plain/reinforced cement concrete in super structure including form work complete as per drawings and technical specification clauses 800, 1205.4 and 1205.5 R.C.C. grade M-20 (twenty) design mixed including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 16.5 | Per Cubic Metre | 6,374.95 | ₹1,05,186.68 |
| 6 | Supplying fitting and placing HYSD BAR reinforcement in Super structure complete as per drawing and technical specifications clause 1002, 1010 and 1202 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. | 2.78 | Per Tonne | 86,974.05 | ₹2,41,787.86 |
| 7 | Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge. | 50 | Each | 322 | ₹16,100 |
| 8 | Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm (Six hundred millimetres) 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 carriage of materials with in all leads, lifts and other incidentals. | 10.35 | Per cubic metre | 1,513.2 | ₹15,661.62 |
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