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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.9 LAccepted-Finance | L-1 | Accepted-Finance L-1 | |
| 2 | L-2₹22.1 L+₹21,896 (1.00%)Rejected-Finance | L-2 | Rejected-Finance L-2 |
Tender Value
₹21.9 L
EMD Value
₹43,792
Closing Date
15 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
HPPWD Rohru
R R Damages on Gnasidhar Khadrala Road km 19 00 to 26 500 SH C O B Wall R R Stone Masonary km RD 19 340 to 19 360 R Wall in RR 1 6 at Rd 19 00 to 19 015 b wall in Wire crate at Rd 24 100 to 24 120 25 400 to 25 420 R Wall in wire crate at Rd 21
2025_PWD_122861_71
14388-94 dated 3-12-2025
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹43,792
23 Jan 2026
8 Dec 2025
16 Dec 2025
8 Dec 2025
15 Dec 2025
8 Dec 2025
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavation earth with a lead up to 1.5m and a lead up to 20m as per drawing and technical specification clause 1603.1
Earth work in excavation 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 up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable materials.
Excavation in hilly area in all heights and depths in all kinds of soil by mechanical soil i/c saturated soil comprising of ordinary soil ,soft rocks,hard rocks, chiseling , wedging out of rock (where blasting is prohibited) and other intermediate classification of soil setting out true to the required line,grade,width, cutting and trimming of side slopes and level as shown on the drawings and as desired by the Engineer-in-charge at site according to the MORD Technical Specification Clause 1603.1,1603.2 sorting out useful material and stacking the same in all leads and lift in acquired width of the road and transportation of useful material for filling of roadway ,camber, embankment for improvement and disposal of all un-useful materials from the width of the road or on approved dumping sites through all mode of transportation i/c head load or animal transport or by mechanical means along with leveling ,fine dressing and carriage of machinery , material, tools ,and safety means and other incidentals necessary to complete the work by mechanical means or labour ,if required. All useful materials such as stone, shingle, aggregates, sand shall be sorted out and stacked along the road side which shall be not less than 1/3(one-third) for blasting work hard rock, 1/6(one-sixth) for soft blasting work and 1/10 (one-tenth) for jumper work in all cases failing which recovery shall be done at the prevailing market rates. Any loss to the public property shall be the absolute responsibility of the contractor which shall be duly compensated by him as per the directions of the Engineer-in Charge i/c carriage of material within all leads and lifts The rates includes octroi , roylity, Malkana,Toll-tax,sale tax or any other tax imposed by the Government. A recovery of useful stones for 99 cum @ Rs. 300.00 per cum shall be done on pro-rata basis in each running bill for this item.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12)
Random rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:6)
Providing and laying of boulder apron laid in wire crates with 4mm dia.GI wire conforming to IS:280 and IS:4826in 100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause1301.
Back filling behind abutment and return wall as per drawing and technical specification clause 1204.3.8
Providing weep hole in brick masonary/stone masinaryplain reinforce concrtewing wall return wall with 100mm diaac pipe 10(V)20(H)toward face as bper drawing and technical specification.
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