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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance | -8.99% | ₹1.3 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 Cr+₹34,915.39 (0.26%)Admitted-Fee/PreQual/Technical/Finance VILL CHANDIGARH PO CHANDIGARH PS MELAGHAR SEPAHIJALA TRIPURA | -8.75% | ₹1.3 Cr+₹34,915.39 (0.26%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 Cr
EMD Value
₹1.9 L
Closing Date
3 Sept 2026, 3:00 pmClosed
Executive Engineer, PWD (RnB), Bishramganj
O/o the Executive Engineer, PWD (RnB), Bishramganj
Paver block, brick masonry retaining wall, grouting, carpeting etc
2026_CEPWD_76386_1
52/R/DNIeT/SE-IV/PWD/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Bishramganj
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹1.9 L
3 Sept 2026
27 Aug 2026
3 Sept 2026
27 Aug 2026
3 Sept 2026
27 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 | Earthwork in excavation for structures as per drawings and MoRD technical specifications clauses 305.1 including setting out,construction of shoring & bracing ,removal of stumps & deleterious material and disposal up to a lead of 50 m ,dressing of sides & bottom and backfiling in trenches with excavated suitable material :- Ordinary soil upto 3 m depth (A) Without dewatering | - | Cum | 458.2 | - |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9 ,1200 :- (A) Sand filling. | - | Cum | 1,361.1 | - |
| 3 | Providing concrete for plain concrete (using jhama brickaggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6 | - | Cum | 9,544.9 | - |
| 4 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204: In 1:4 cement mortar | - | Cum | 10,229.3 | - |
| 5 | Plastering with cement mortar (1:4)12 mm thick on brick work/CC work in/c finishing coat of neat cement punning with 2.75 kg per sq.m. in sub structure as per MoRD technical specification cl 613.4 and 1204. | - | sqm | 231.7 | - |
| 6 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm 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 fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per specifications & approval/ direction of Engineer-in-Charge: (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. | - | Sqm | 1,278 | - |
| 7 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | - | m | 393.6 | - |
| 8 | Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. | - | Cum | 245.4 | - |
| 9 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | - | Nos | 35.93 | - |
| 10 | Turfing with Sods-Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309 | - | Sqm | 36.2 | - |
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