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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-Finance VILL SANARLI P O BHANTHAL TEHSIL KARSOG DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | ₹24.8 L | L1 | Accepted-Finance Being a Lowest |
| 2 | L2₹25.6 L+₹75,199.39 (3.03%)Rejected-Finance | ₹25.6 L+₹75,199.39 (3.03%) | L2 | Rejected-Finance Being a 2nd Lowest |
| 3 | Rejected-Technical WARD NO 6 LOWER DHALPUR DISTT KULLU HP | - | - | Rejected-Technical Non- Responsive |
| 4 | Rejected-Technical HIMACHAL PRADESH | - | - | Rejected-Technical Non- Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non- Responsive |
Tender Value
₹25.1 L
EMD Value
₹50,000
Closing Date
1 Sept 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP. PWD, Kullu
(SH- C/o wire cratedBreast wall at RD 0/450 to 0/475,0/475 to 0/500,0/500to 0/525 and interlocking Paver at RD 0/200 to 0/220,0/540 to 0/580 and 0/900 to 0/960).
2026_PWD_142053_1
PW/KD/TA/2026-27- 6751-68 Dated- 17.08.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to bid document
9 documents required · 9 mandatory
₹2,000
₹50,000
15 Sept 2026
26 Aug 2026
2 Sept 2026
26 Aug 2026
1 Sept 2026
26 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 | Excavation in hilly area in manual means including cutting and trimming of sides, slopes and disposal of excavated earth work with a lift upto 1.50 mtr (One point fifty metre) and lead up to 20 mtr (Twenty metre) as per drawing and technical specification clause 1603.1.1 within all kind of soil within all leads and lift of materials and as per direction of Engineer-in- charge. | 157 | Per Cubic metre | 296.55 | ₹46,558.35 |
| 2 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge. | 240.3 | Per Cubic metre | 445.35 | ₹1,07,017.61 |
| 3 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour) within all leads and lift and carriage of material in all respect as per direction of Engineer-in- charge. | 59.4 | Per Cubic metre | 1,450 | ₹86,130 |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC 1:4:8 (One cement : four sand : Eight graded stone aggregate ) within all leads and lift including carriage of materials in all respect and as per direction of Engineer-in- charge. | 39.6 | Per Cubic metre | 5,528.8 | ₹2,18,940.48 |
| 5 | Providing and laying factory made champhered edge cement concrete paver blocks in footpath parks loans drive ways or light traffic parking etc. of required strength thickness and size/ shape made by table vibratory method usisng PU mould laid in required colour and pattern over 5mm thick compact bed of sand compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plates vibrators, fillinig the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweepinig extra sand . Complete all as per direction of Engineer-in- charge 80mm thick CC paver block of M-40 grades with approved colour design and pattern within all leads and lift and carriage of material in all respect as per direction of Engineer-in-charge. | 518.4 | Per square metre | 1,450 | ₹7,51,680 |
| 6 | Providing and laying of boulder apron laid in wire crates with 4 mm (Four millimetre) dia GI wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (One hundred x One hundred millmetre) mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (Twenty five kilogram) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | 396 | Per Cubic metre | 3,244.5 | ₹12,84,822 |
| 7 | Filling inplinth with sand under floor including watering ramming consolidating and dressing complete within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | 19.8 | Per Cubic metre | 580.7 | ₹11,497.86 |
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