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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.7 LAdmitted-Finance | -10.76% | ₹32.7 L | L1 | Admitted-Finance |
| 2 | L2₹33.4 LAdmitted-Finance | -9.11% | ₹33.4 L | L2 | Admitted-Finance |
| 3 | L3₹34.9 LAdmitted-Finance ANAND BHAWAN OUTSIDE VAZIRPUR GATE KARAULI 322241 RAJ | KARAULI | RAJASTHAN | 322241 | -5.00% | ₹34.9 L | L3 | Admitted-Finance |
| 4 | L4₹36.7 LAdmitted-Finance | -0.10% | ₹36.7 L | L4 | Admitted-Finance |
Tender Value
₹36.7 L
EMD Value
₹73,400
Closing Date
29 Apr 2026, 6:00 pmClosed
Executive Engineer
RSAMB Division Dausa
Const. of Lab machines foundations, Platform, Repair and other civil work at Govt. Polytechnic college Karauli
2026_RSAMB_552900_3
RSAMB/Dausa/NIT-02/2026-27
Open Tender
Civil Works
Karauli
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
EE RSAMB Dausa
₹73,400
Yes
5 May 2026
20 Apr 2026
1 May 2026
20 Apr 2026
29 Apr 2026
23 Apr 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 | Part "A" Civil Work | - | - | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | - | cum | - | - |
| 3 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | - | cum | - | - |
| 4 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
M20 grade Nominal Mix / Design Mix | - | cum | - | - |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | - | Kg | - | - |
| 6 | Providing and fixing 50mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 38mm thick cement concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement : 2 stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete. | - | Sqm | - | - |
| 7 | Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge | - | Sqm | - | - |
| 8 | Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window openable. | - | Sqm | - | - |
| 9 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :Decorative teak veneer both side 30 mm thick .Decorative teak veneer both side | - | Sqm | - | - |
| 10 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. | - | Sqm | - | - |
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