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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Finance | -18.55% | ₹14.8 L | L1 | Admitted-Finance |
| 2 | L2₹15.1 LAdmitted-Finance | -16.99% | ₹15.1 L | L2 | Admitted-Finance |
| 3 | L3₹15.5 LAdmitted-Finance | -15.00% | ₹15.5 L | L3 | Admitted-Finance |
| 4 | L4₹15.7 LAdmitted-Finance | -13.91% | ₹15.7 L | L4 | Admitted-Finance |
| 5 | L5₹16.2 LAdmitted-Finance | -11.11% | ₹16.2 L | L5 | Admitted-Finance |
Tender Value
₹18.2 L
EMD Value
₹36,400
Closing Date
27 Mar 2026, 11:00 amClosed
The Executive Engineer PWD Dn. Barmer
The Executive Engineer PWD Dn. Barmer
Construction of Fiber to Home technician workshop hall and Theory room at Govt. ITI College Barmer
2026_CEPWD_547228_1
EE PWD BMR NIT 20/2025-26
Open Tender
Civil Works
120 days
BARMER
Please refer tender Documents
5 documents required · 5 mandatory
₹500
The Executive Engineer PWD Dn. Barmer
₹36,400
Yes
28 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Demolishing stone rubble masonry 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: In mud mortar | |||||
| 2Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge. | |||||
| 3Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. Add extra for centering and shuttering work in superstructure above floor five level for each four floor or part thereof . | |||||
| 4Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M- 40 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | |||||
| 5Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Extra for stone masory work,above floor V level for every four floors or part thereof. | |||||
| 6Add extra for facing as per design and detailed specifications including additional cost of stones Course rubble facing First sort. | |||||
| 7Add extra for facing as per design and detailed specifications including additional cost of stones Course rubble facing Second sort. | |||||
| 8Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| 9Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge. | |||||
| 106 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) | |||||
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