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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | -9.08% | ₹7.0 L | L1 | Admitted-Finance |
Tender Value
₹7.7 L
EMD Value
₹15,340
Closing Date
4 May 2026, 6:00 pmClosed
EE PWD NCRPB ALWAR
EE PWD NCRPB ALWAR
Construction work of 1 classroom and a verandah at Government Senior Secondary School, Kyara, in village Kyara.
2026_CEPWD_553486_1
02-02/2026-27 EE PWD NCRPB ALWAR
Open Tender
Civil Works - Buildings
90 days
Government Senior Secondary School, Kyara
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD NCRPB ALWAR AND MD RISL JAIPUR
₹15,340
Yes
5 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
4 May 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
राजकीय उच्च माध्यमिक विद्यालय क्यारा में 01 कक्षा कक्ष मय बरामदा निर्माण कार्य ग्राम क्यारा | - | - | - | - | BI01010001010000000000000515BI0100001112 | |
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | - | Cum | - | - | ITem1 | |
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | - | - | item2 | |
Providing 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 | - | Cum | - | - | item3 | |
Add extra for providing richer mixes respectively at all floor levelsProviding M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | - | Cum | - | - | item4 | |
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.
('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) | - | Kg. | - | - | ITem5 | |
Centering & 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. | - | Sqm. | - | - | ITem6 | |
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level forSuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | - | Sqm | - | - | ITem7 | |
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). | - | Cum. | - | - | ITem8 | |
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | - | Cum | - | - | ITem9 |
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Conductionandcircular.pdf
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BOQ_985949.xls
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agreementnew.pdf
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