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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Resposive |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹11.5 L
EMD Value
₹22,956
Closing Date
20 Apr 2026, 11:00 amClosed
EO MUNICIPAL BOARD SAIPAU
EO MUNICIPAL BOARD SAIPAU
NALA NIRMAD KARYA RGV BANK SE PWD NALE TAK DHOLPUR ROAD SAIPAU
2026_DLB_551424_2
01/2026-27 SAIPAU
Open Tender
Civil Works
Percentage
90 days
SAIPAU
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD SAIPAU/JAIPUR
₹22,956
Yes
30 Apr 2026
13 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Depth upto 1.5 m | - | P.Cum | - | - |
| 1.02 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding. Grading - II Material | - | P.Cum | - | - |
| 1.03 | Providing and laying in position Cement Contre of specified Grade Excluding the Coast of Centering and shuttering All work upto Plinth Level 1:5:10 (1 Cement:5 Fine /Coarse Sand : 10 Graded Stone Aggregate 40 mm nominal size ) cum | - | P.Cum | - | - |
| 1.04 | Providing and Laying Un-reinforced dowel Jointed Plain Cement Concrete Mix in Pavement over a prepared sub base with 43 Gradecement, Coarse and fine aggregate conforming to IS: 383, Maximumsize of coarse aggregate not excedding 25 mm , mixed in a batchingand mixing plant as per approved mix design transported to site, laid with a fixed form or slip form pave, spread, compacted and finished in a continous operation including provision of contraction, expansion , construcion and longitudinal joints, joint filler, seprarationamembrane, sealant primer, joint sealant , debonding strip, dowel bar, tie road, admixtures as approved, curing compound finising to linesand grades complete as per drawing and as per caluse 602 , 112 of mort&H specification including all material ,labour, machinary lighting guarding and maintance of diversion PCC M-20 Cum | - | P.Cum | - | - |
| 1.05 | Random Rubble Masonary wth hard Stone in foundation and plinth Cement 1:6 (1Cement:'6 coarse sand) | - | P.Cum | - | - |
| 1.06 | Cement plastering including T&P Scaffolding Material and complete labour , including coast of water curing racking of Joints etc. with 20 mm 1:4 (1 Cement:4 fine/coarse sand) | - | P.sqm | - | - |
| 1.07 | Providing and laying damp- proof course with cement concrete grade m-15 (1:2:4) mortar prepared with 1% solution of water proof compund complete as per specification including providing / mixing of synthetic fibres complusorily complying with IS 16481:2022 of 06 mm/ 12 lenth to be mixed @0.25% by weight of cemet ie 125 gs per 50 kg cement up to 900 gms per cum of concrete /mortor 50 m thick | - | P.sqm | - | - |
| 1.08 | Stone slab roofing on ground floor with fine grained stone slab 50 mm average thickness form approved quarry including filling of joints slab in cement sand mortor 1:4 with ceiling pointing in cement sand mortar 1:3 complete as per specifcation for span : sqm | - | P.sqm | - | - |
| 1.09 | Proving and lyain reinforced cement concrete pipe NP4 / prestressed concrete ipe of culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per caluse 1000 &2900 of MoRT&H Specificaiotn including all material, Labour for work, Machinary 600 mm internal diameter metere | - | P.Cum | - | - |
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