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Tender Value
₹15.7 L
EMD Value
₹31,480
Closing Date
15 Jun 2026, 3:00 pm7d left
EE, Engg. cell, DSE, Agt.
EE, Engg. cell, DSE, Agt.
Repair and renovation of existing toilet blocks in Gopinagar SB, Sukhomoy Bhumihin col JB, Ujan Pathaliaghat SB, Dwarkai Kaipeng JB, Ujan Larma SB and Dulkaipara JB schools under Jampuijala and Bishalgarh Blocks of Sepahijala District under PM Specia
2026_DDSE_73525_1
31/EE/ENGG.CELL/DSE/2026-27
Open Tender
Civil Works
30 days
Bishalgarh, Sepahijala District
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹31,480
5 Jun 2026
5 Jun 2026
16 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil | - | cum | 179.9 | - | 1 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil | - | cum | 161.3 | - | 2 |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete | - | cum | 1,177.3 | - | 3 |
| 4 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:-In cement mortar. | - | cum | 1,145.4 | - | 4 |
| 5 | Demolishing cement concrete manually /by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | 1,436 | - | 5 |
| 6 | Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. | - | sqm | 92.8 | - | 6 |
| 7 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. | - | kg | 107.2 | - | 7 |
| 8 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approvd paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63mm thick with zinc coating not less than 275gm/m2 | - | sqm | 1,205.4 | - | 8 |
| 9 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63mm thick with zinc coating not less than 275gm/m2 | - | mtr | 730.8 | - | 9 |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or mor | - | kg | 103.9 | - | 10 |
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