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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.8 LAdmitted-Finance | -14.51% | ₹42.8 L | L1 | Admitted-Finance |
| 2 | L2₹43.5 LAdmitted-Finance | -13.21% | ₹43.5 L | L2 | Admitted-Finance |
| 3 | L3₹49.5 LAdmitted-Finance | -1.11% | ₹49.5 L | L3 | Admitted-Finance |
| 4 | L4₹51.6 LAdmitted-Finance | +3.00% | ₹51.6 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-NOT STAMP |
Tender Value
₹50.1 L
EMD Value
₹1.0 L
Closing Date
20 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD DIVISION JALORE
OFFICE OF THE EXECUTIVE ENGINEER PWD DIVISION JALORE
Construction of 1 VIP room with meeting room ,reception room and adjoining office in Circuit house ,Jalore
2026_CEPWD_551487_2
NIT NO. 01 YEAR 2026-27 EE PWD DIVISION JALORE
Open Tender
Civil Works
180 days
JALORE
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
EXECUTIVE ENGINEER PWD DIVISION JALORE
₹1.0 L
Yes
27 Apr 2026
13 Apr 2026
21 Apr 2026
13 Apr 2026
20 Apr 2026
13 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 |
|---|---|---|---|---|---|
| 1PART - A : CIVIL WORK | |||||
| 1.01 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | - | Cum | - | - |
| 2.01 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) | - | Sqm | - | - |
| 3.01 | Fillinga vailable excavatedearth(excludingrock)intrenches, plinthsideoffoundationetc.inlayersnotexceeding20cm.indepth,consolidatingeachdepositedlayerbyrammingandwatering including lead up to 50 meter and with all lift. | - | Cum | - | - |
| 4.01 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size | - | Cum | - | - |
| 5.01 | Random rubble dry stone Kharanja under floor. | - | Cum | - | - |
| 6.01 | Demolishing brick work manually / mechanical means inculuding stacking of servicable and disposle of unservicebal material withan 50 meters lead as per direction of engineer in charge cemen mortar | - | Cum | - | - |
| 7.01 | Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level : R.C.C. grade M20 | - | Cum | - | - |
| 8.01 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | - | Sqm | - | - |
| 9.01 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : R.C.C grade M 20 | - | Cum | - | - |
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