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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.8 LAccepted-Finance A 15 ASHOK PURAM COLONY HAFIZBAGH VARANASI UTTAR PRADESH | VARANASI | UTTAR PRADESH | 221001 | ₹76.8 L | L1 | Accepted-Finance 1st lowest |
| 2 | L2₹79.5 LRejected-Finance UTTAR PRADESH UTTAR PRADESH | ₹79.5 L | L2 | Rejected-Finance 2nd lowest |
Tender Value
₹77 L
EMD Value
₹5.8 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
Construction work of hostal building for 16 capacity and vivechana room at puramufti thana in district prayagraj
2026_CEALD_1123924_2
1561/06com(3) PrCircl/2026 dt. 27-02-2026
Open Tender
Civil Works - Buildings
180 days
PRAYAGRAJ
RETENDER
3 documents required · 3 mandatory
₹2,354
₹5.8 L
SE PRAYAGRAJ CIRCLE PWD PRAYAGRAJ
1 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm (nominal size) (DSR No.-4.1.8 ) | |||||
| 3Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No.- 2.27 ) | |||||
| 4Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground (DSR No.-2.35.3.1 ) | |||||
| 5R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. Plint beam and Column (DSR No.-5.1.2 ) | |||||
| 6Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (Column) (DSR No.- 5.2.2 ) | |||||
| 7R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Lintel excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item (Lintel, Projection, Beam and Slab (DSR No.-5.3 ) | |||||
| 8P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. (DSR No.-5.22.6 ) | |||||
| 9Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (DSR No.-6.1.2 ) | |||||
| 10Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) (230mm wall) (DSR No.-6.4.2 ) | |||||
| 11Same as in item no. 14but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.(DSR No.- 6.4.1 ) | |||||
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