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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹68.8 L
EMD Value
₹1.4 L
Closing Date
22 Oct 2026, 6:00 pm7d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EXECUTIVE ENGINEER PWD CONST DN JAIPUR
EXECUTIVE ENGINEER PWD CONST DN JAIPUR
Remaining work of repair to damage chajja work at main building , SSO Building, CMO Building, Minister, Archive building, Library, DIPR, Panchayati Raj Building at Raj. Sectt. Jaipur. (Main Building)
2026_CEPWD_603989_1
NIT 37/2026-27 EE PWD CONST DN JAIPUR
Open Tender
Repair and Maintenance Works
Percentage
180 days
JAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE PWD CONST DN JAIPUR/ MD RISL BY EGRASS
₹1.4 L
Yes
14 Oct 2026
14 Oct 2026
23 Oct 2026
14 Oct 2026
22 Oct 2026
14 Oct 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 | Providing ,arranging and erecting 50mm dia M.S. pipe cup lock shuttering arrangement above the ground level upto the height given below. The girding arrangement of cup lock system should have 2.50 meter 3.00 meter long coupling pipes and 0.90mt long lacer pipe (Horizontal bracing pipes) reconnected in both ways so as to make a square grid of size 0.90x0.90 meter in plan. The Horizontal bracing and lacer pipes should have a maximum spacing of 1.50 meter c/c both ways. The bottom of the coupling pipe must rest over a firm support at ground. the shuttering plates of 900mmx600mm size duly braced by angle supports and should rest over 50mmx50mm size wooden logs supported by 75x40x6mm size channels and Upto 9.14 meter height | 727 | Sqm | 1,722 | ₹12,51,894 |
| 2 | Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) | 3,750 | Sqm | 171 | ₹6,41,250 |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 45 | Cum | 930 | ₹41,850 |
| 4 | 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 : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | 265 | Sqm | 340 | ₹90,100 |
| 5 | Rebarring work in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensile strength as per requirement and fix the Bar to the section including cost of bars. 16 mm bar | 3,500 | Nos | 831 | ₹29,08,500 |
| 6 | 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 billets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevant IS code) | 6,000 | Kg | 77 | ₹4,62,000 |
| 7 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. | 45 | Cum | 6,089 | ₹2,74,005 |
| 8 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concretee by using cement as per codal provision instead of M-20 grade design mix. | 45 | Cum | 69 | ₹3,105 |
| 9 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. | 625 | Sqm | 15 | ₹9,375 |
| 10 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick. | 625 | Sqm | 227 | ₹1,41,875 |
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