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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.2 LAccepted-Finance | L-1 | Accepted-Finance 1 | |
| 2 | L-2₹20.4 L+₹19,255 (0.95%)Rejected-Finance N A | FARIDABAD | HARYANA | 121004 | L-2 | Rejected-Finance 2 |
Tender Value
₹19.3 L
EMD Value
₹38,510
Closing Date
28 Mar 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohoo
RR Damages on Sainji Astani road km RD 000 to 400 SH CO RWall at RD 0110 0130 0570 0590 BWall at RD 0570 0590 and PCC 1 4 8 at RD 0180 0195 wire crate at RD 0130 0160 Removal of slips at RD 0130 0160
2026_PWD_132306_1
28719-28820 dated 19-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
bhatwari
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹38,510
16 May 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
28 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611 | |||||
| 2Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | |||||
| 3Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material. | |||||
| 4P/L Cement concrete 1:6:12 ( one cement : six sand : twelve graded stone aggregate forty millimeter nominal size)for plain/ reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 802,803,1202& 1203. | |||||
| 5Plain/rein forced cement concrete(1:4:8))in open foundation complete as per drawing and technical specification Clauses 802,803,1202&1203 | |||||
| 6Stone masonry in cement mortar for substructure complete as per drawing& technical specification Clause 702,704,1202 and1204 Random rubble masonry in cement motar(1:6) | |||||
| 7Providing weepholes in brick masonry/stone masonry/plain reinforced conrete abutment,wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. | |||||
| 8Construction of dry masonry in Retaining walls etc . As per HPPWD specification including all leads and lifts as per HPPWD Specification of 1990 volume-1 or as directed by the Engineer-In-Chief. | |||||
| 9Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts as per HPPWD Specification of 1990 volume-1 or as directed by the Engineer-In-Chief. | |||||
| 10Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | |||||
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