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Tender Value
₹1.5 L
EMD Value
₹3,040
Closing Date
29 Sept 2026, 6:00 pm2d left
Executive Engineer RRWD SMC
Executive Engineer RIGHT RIVER WORKS DIVISON REGAL LANE LAL CHOWK
Development of lane from h/o Mohd Afzal Reshi at Astanpora
2026_HAUDD_325188_2
NOTICE INVITING ETENDER No. 35 of 2026-2027 Dated 18.09.2026 RRWD SMC
Open Tender
Civil Works
Percentage
30 days
Astanpora
Please refer Tender documents.
2 documents required · 2 mandatory
₹203
FA/CAO AC NO 0216010200000007
₹3,040
18 Sept 2026
18 Sept 2026
30 Sept 2026
21 Sept 2026
29 Sept 2026
21 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 |
|---|---|---|---|---|---|
| - | Engagement of Labourers for site clearance | 2 | No. | 553 | ₹1,106 |
| - | Providing and laying GSB/Black cutting/ Nallah Muck including compacting, watering, spreading complete including carriage upto site of work for all materials complete | 8.3 | Cum | 850 | ₹7,055 |
| - | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 6.29 | Cum | 5,733.6 | ₹36,064.34 |
| - | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade using white cement | 77.37 | Sqm | 1,293.6 | ₹1,00,085.83 |
| - | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate | 5.16 | Sqm | 562.15 | ₹2,900.69 |
| - | Carriage of material by Manual Means/ Head Load
Aggregates | 5.66 | Cum | 200 | ₹1,132 |
| - | Carriage of material by Manual Means/ Head Load
Sand | 3.14 | Cum | 200 | ₹628 |
| - | Carriage of material from source to dumping site by MT
Aggregates | 5.66 | Cum | 344.49 | ₹1,949.81 |
| - | Carriage of material from source to dumping site by MT
Sand | 3.14 | Cum | 357.58 | ₹1,122.8 |
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BOQ_1098130.xls
BOQ • 0.27 MB
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