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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical TURKAHIYA SHUKLA NIWAS SHIVNAGAR GANDHINAGAR DISTRICT BASTI | GANDHINAGAR | BASTI | UTTAR PRADESH | Accepted-Technical a |
| 2 | Accepted-Technical VILL DHUARAHRA GOCHNA POST AHRA MUNDERWA DISTT BASTI | Accepted-Technical a |
| 3 | Accepted-Technical | Accepted-Technical a |
Tender Value
₹2.4 Cr
EMD Value
₹13.9 L
Closing Date
29 Sept 2026, 12:00 pmClosed
SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
Construction of type 2 10 Nos residence in district basti
2026_CEUBZ_1184144_1
4944/4E-NIVIDA-BASTI CIRCLE/2026-27 DATED-25-08-2026
Open Tender
Civil Works - Buildings
Lump-sum
300 days
WORK
AS PER SBD
2 documents required · 2 mandatory
₹2,714
₹13.9 L
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
9 Oct 2026
24 Sept 2026
29 Sept 2026
24 Sept 2026
29 Sept 2026
24 Sept 2026
24 Sept 2026 - 29 Sept 2026
24 Sept 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 foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.As per DSR No.2.8.1(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 547 | CUM | 181.7 | ₹99,389.9 |
| - | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.As per DSR No.2.25,a(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 113 | CUM | 489.1 | ₹55,268.3 |
| - | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.As per DSR No.2.27(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 45 | CUM | 1,482.9 | ₹66,730.5 |
| - | Construction of drain along apron.Size 150 X 150mm.As per DSR No.AR-I(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 162 | RM | 840.9 | ₹1,36,225.8 |
| - | Providing 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)As per DSR No.4.1.8(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 181 | CUM | 4,756.4 | ₹8,60,908.4 |
| - | Providing 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 floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.As per DSR No.2.35.3(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 301 | SQM | 216.5 | ₹65,166.5 |
| - | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumAll works up to plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-25 32 Kg X 5.156] (Tie beams)As per DSR No.5.33.1.1+32*5.156(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 121 | CUM | 6,751.9 | ₹8,16,979.9 |
| - | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of entering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumAll works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-25 32 Kg X 5.156] (Lintel)As per DSR No.5.33.2.1+32*5.156(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 288 | CUM | 7,000.2 | ₹20,16,057.6 |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (First class bricks) in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)As per DSR No.6.1.2(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 38 | CUM | 4,980 | ₹1,89,240 |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (First class bricks) in superstructure above plinth level up to floor V level in all shapes and sizes in : :Cement mortar 1:6 (1 cement : 6 coarse sand)As per DSR No.6.4.2(Rates are excluding G.S.T. but Including All Taxes Royalty, Labour cess, Materials & T.&P.) | 210 | CUM | 6,358.2 | ₹13,35,222 |
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