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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 494A RAILWAY COLONY 829104 KARGALI BERMO BOKARO JHARKHAND 829104 INDIA | BOKARO | JHARKHAND | 829104 | Accepted-Technical Accepted |
| 2 | Accepted-Technical 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 | BHAVNAGAR | GUJARAT | 364001 | Accepted-Technical Accepted |
| 3 | Accepted-Technical CIVIL LINE THANA KOTWALI DISTRICT BASTI | GONDA | UTTAR PRADESH | 271305 | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Accepted-Technical VARANASI | VARANASI | UTTAR PRADESH | Accepted-Technical Accepted |
Tender Value
₹48.8 L
EMD Value
₹1.1 L
Closing Date
5 Jan 2026, 6:00 pmClosed
Executive Engineer (East), UPSRTC Lucknow
Executive Engineer (East), U.P State Road Transport Corporation, H.Q Lucknow
Demolishing of bus station building and shed Raising yard Laying brick on edge paving at bus station Kashi , Varanasi.
2025_UPSRT_1100266_1
1317/B/DA/W/2025
Open Tender
Civil Works
Percentage
90 days
Kashi, Varanasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer (East), UPSRTC Lucknow
₹1.1 L
29 Jan 2026
18 Dec 2025
6 Jan 2026
18 Dec 2025
5 Jan 2026
18 Dec 2025
Demolishing roof lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.
Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Dismantling roofing including ridges, hips, valleys and gutters etc., andstacking the material within 50 metres lead of:15.28.2 Asbestos Cement sheet
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.DSR2.6.1 All kinds of soil complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level 1:5:10 (1 cement: 5 approved coarse sand : 10 graded stone aggregate 40 mmnominal size) DSR 4.1.10
Brick work with common burnt clay (non modular) bricks of Class-150 in foundation and plinth in cement mortar 1:4(1 cement :4 coarse sand . (SI 6.1.1)
12 mm thick dado plaster in 1:3 cement& coarse sand mortor finished with a floating coat of neat cement of mix DSR 13.7.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately)
Centring and shuttering including shuttering,proping etc and removal of Lintals, beams,plinth beams, girders,bressumers and cantilevers with water proof ply 12 mm thickDSR 5.9.21
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .DSR 5.22.1 Mild steel and Medium Tensile steel bars
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 dsr 11.4
Supplying and filling in plinth with sand under floors, including wateringramming, consolidating and dressing complete.
Construction of granular sub-base by providing close graded Material I (53 to 0.075mm) from sukrut quarry conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified
Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks.
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):5.8.3 From brick work in cement mortar
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