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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC AT RAJAPE POST AMBIVALI TAL KARJAT DIST RAIGAD | KARJAT | RAIGAD | MAHARASHTRA | ₹50.0 L | L1 | Accepted-AOC accepted |
| 2 | L2₹50.6 LRejected-AOC | ₹50.6 L | L2 | Rejected-AOC rejected |
| 3 | L3₹51.1 LRejected-AOC | ₹51.1 L | L3 | Rejected-AOC rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹50.0 L
EMD Value
₹49,989
Closing Date
30 Mar 2026, 5:00 pmClosed
Executive Engineer Zilla Parishad Raigad Alibag
Kuntebagh Raigad Zilla Parishad Alibag
Construction of Sakav at Mooje Shingdhol Approch Road in V.P.Rajape Tal.Karjat Dis.Raigad
2026_RAIGA_1289319_4
ZP-RAIGAD-WORKDIV-197-2025-26
Open Tender
Civil Works
180 days
Tal.karjat Dist.Raigad
RZP Registration Contractor AS PER TENDER(OPEN)
12 documents required · 12 mandatory
₹590
₹49,989
19 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Item No. 1:- Excavation for foundation in earth soils of all sorts sand gravel or soft murum including removing the excavated materials upto a distance of 50 M. beyond the buildingg area and lifts upto 1.50 Metres, stacking and spreading as directed including dewatering unless provided elwhere, preparing the bed for the foundation and necessary backfilling, ramming, watering complete excluding shoring and structting. | |||||
| 2Item No.2 Providing drytrap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc.complete | |||||
| 3Item No 3:- Providing and laying in situ cement concrete of grade M-10 of trap / granite / quartzite / graded metal for foundation and bedding with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 1 km & all lifts as directed. | |||||
| 4Item No.4 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA | |||||
| 5Item No.5 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete. | |||||
| 6Item No.6 Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) | |||||
| 7Item No.7 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade | |||||
| 8Item No.8 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete | |||||
| 9Item No.9 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | |||||
| 10tem No.10:Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. | |||||
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