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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.5 LAccepted-AOC | ₹89.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹99.2 L+₹9.7 L (10.8%)Rejected-Finance | ₹99.2 L+₹9.7 L (10.8%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 Cr+₹25.4 L (28.4%)Rejected-Finance | ₹1.1 Cr+₹25.4 L (28.4%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical R O RIHAAN VILLA SHAKTI VIHAR PANTHAGHATI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Rejected-Technical Non responsive |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
1 Apr 2026, 11:00 amClosed
Executive Engineer NH Division HPPWD Solan
Executive Engineer NH Division HPPWD Solan
(SH C/O Pedestrian steel foot path km 5/566 to 6/362)
2026_PWD_132556_6
6186-6216
Open Tender
Civil Works
Percentage
90 days
Solan
As per SBD
2 documents required · 2 mandatory
₹5,000
₹2.4 L
5 May 2026
26 Mar 2026
1 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 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 |
|---|---|---|---|---|---|
| 1Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per drawing and Technical Specification as per MoRT&H specification including carriage of materials within all leads and lifts by all means including mechanical transport and as per direction of the Engineer-in-Charge. | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per drawing and Technical Specification as per MoRT&H specification including carriage of materials within all leads and lifts by all means including mechanical transport and as per direction of the Engineer-in-Charge. | |||||
| 3Providing and laying M15 Grade PCC using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand below foundations and approach slab as per drawing and Technical Specification as per MoRT&H specification including carriage of materials within all leads and lifts by all means including mechanical transport and as per direction of the Engineer-in-Charge. | |||||
| 4Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per drawing and Technical Specification as per MoRT&H specification including carriage of materials within all leads and lifts by all means including mechanical transport and as per direction of the Engineer-in-Charge. | |||||
| 5Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of 6mm thick chequered plate wherever required, all complete including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge. | |||||
| 6Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge. | |||||
| 7Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specification as per MoRT&H specification including carriage of materials within all leads and lifts by all means including mechanical transport and as per direction of the Engineer-in-Charge. | |||||
| 8Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 80mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. grass paver block of M-50 grade with approved color design and pattern by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge. | |||||
| 9Finishing with Epoxy paint (two or more coats) On Steel work at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. Complete including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge. | |||||
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