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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Found correct |
| 2 | Accepted-Technical | Accepted-Technical Found correct |
| 3 | Accepted-Technical | Accepted-Technical Found correct |
| 4 | Accepted-Technical | Accepted-Technical Found correct |
| 5 | Accepted-Technical | Accepted-Technical Found correct |
Tender Value
₹35.7 L
EMD Value
₹71,440
Closing Date
5 Sept 2026, 4:00 pmClosed
Executive Engineer R and B Division Khaltsi
Office of the Executive Engineer R and B Division Khaltsi
Construction of concrete retaining wall behind the main building and renovation of wooden shed roof with G.I sheet and renovation of backside walling/fencing of MOCN Saspol (by way of Laying interlocking tiles ant BT work). Under SDP
2026_PWD_19461_3
21 of R and B Khaltsi of 2026-27
Open Tender
Civil Works - Others
Percentage
30 days
Khaltsi
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Executive Engineer R and B Division Khaltsi
₹71,440
8 Sept 2026
29 Aug 2026
8 Sept 2026
30 Aug 2026
5 Sept 2026
30 Aug 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 801.57 | Sqm | 23.39 | ₹18,748.72 |
| 2 | Providing and laying 60mm thick faciory made cement in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 801.56 | Sqm | 1,250.05 | ₹10,01,990.08 |
| 3 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | 150 | Kg | 574.36 | ₹86,154 |
| 4 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade 1 Type II in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. | 11.89 | Sqm | 949.88 | ₹11,294.07 |
| 5 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness | 25 | Sqm | 1,628.14 | ₹40,703.5 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.69 | Cum | 6,606.08 | ₹17,770.36 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundations, footings, bases of columns, etc. for mass concrete | 37.16 | Sqm | 306.15 | ₹11,376.53 |
| 8 | Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Cement an avg lead 60Km | 0.59 | MT | 666.81 | ₹393.42 |
| 9 | b) Sand an avg lead 05Km | 1.26 | Cum | 201.14 | ₹253.44 |
| 10 | c) Stone aggregate an avg lead 05Km | 2.39 | Cum | 201.14 | ₹480.72 |
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