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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-Finance | ₹14.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.5 LAccepted-Finance | ₹15.5 L | L2 | Accepted-Finance L2 |
| 3 | L3₹15.7 LAccepted-Finance | ₹15.7 L | L3 | Accepted-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹21.9 L
EMD Value
₹22,000
Closing Date
12 Dec 2025, 4:00 pmClosed
Executive Engineer Satranjipura Zone-07
Engineer Satranjipura Zone-07
Construction Of CC Pavement Behind Sharda Mata Mandir at Joshipura Sonartoli In Pr. NO.05
2025_NMCN_1255636_1
15/2025-26/EE/Zone 07
Open Tender
Civil Works - Others
90 days
Binaki Mangalwari
As per Tender Documents
2 documents required · 2 mandatory
₹590
₹22,000
28 Jan 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
12 Dec 2025
5 Dec 2025
Construction of C.C. Pavement Behind Sharda Mata Mandir at Joshipura Sonartoli in Pr. No. 05
Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering complete. (Spec. No. : As directed by Engineer-in-charge /Page No. 154)
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 Kilogram/cum,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts,laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
Providing and laying in situ/ready mix/ready mix M10 cement concrete of trap/granite/quartzite/gneiss metal in foundation including necessary centering, formwork bailing out water, compacting and curing etc. complete. (with lly automatic micro processorbased PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures,transporting to site spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in- charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in- charge.
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.
Providing & Filling molten bitumen in joints cuts in cement road including removing dust in joint in all materials etc complete.
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
Providing and laying in situ/ready mix controlled grade of M20 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls/curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)
Providing and laying in situ/ready mix M-20 controlled cement concrete of trap/granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating,curing,formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plan/pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc )
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.complete
Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed.
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