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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹56.7 LAdmitted-Finance | -8.69% | ₹56.7 L | L1 | Admitted-Finance |
| 2 | L2₹57.3 L+₹57,138.75 (1.01%)Admitted-Finance | -7.77% | ₹57.3 L+₹57,138.75 (1.01%) | L2 | Admitted-Finance |
Tender Value
₹62.1 L
EMD Value
₹1.2 L
Closing Date
9 Apr 2026, 6:00 pmClosed
EE, ADA, Ajmer
ADA, Ajmer
Construction of Library Building in Govt. College Pushkar, Ajmer.
2026_ADA_549198_1
57/2025-26 (3)
Open Tender
Civil Works - Buildings
Percentage
120 days
ADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
ADA, Ajmer
₹1.2 L
Yes
24 Apr 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
9 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper. Earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling. | |||||
| 2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in over areas(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 | |||||
| 3Providing 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 4Random 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). | |||||
| 5Providing 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 | |||||
| 6 | 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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix | 0.72 | Cum | - | - |
| 7PProviding 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 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix | |||||
| 8 | 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)Thermo-mechanically Treated bars (Conforming of relevent IS code) | 0.28 | Kg | - | - |
| 9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | |||||
| 10Centering & 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 : : Suspended floor, roofs landings staircases, balconies, girders, cantilevers, band, coping bed plates anchor blocks, sills, chajjas, lintel, plinth beam etc. | |||||
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