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Tender ID
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
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
1 Dec 2026, 11:30 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Maintenance Superintendent, RAPP 7 and 8
Vijay Bhawan, RR Site, Rawatbhata, Anushakti, Pincode 323303
Construction of Bulk Gas Storage Shed including roads, drains, boundary wall, fencing etc. for RAPP-7 and 8.
2026_NPCIL_297126_1
NPC/RRS/78/2026/CPT-A 3029
Open Tender
Construction Works
Item Rate
730 days
RAPP-7 and 8
As per Tender Document
4 documents required · 4 mandatory
₹0
₹5.9 L
Head / In Charge (C and MM), RR Site
10 Nov 2026
10 Nov 2026
2 Dec 2026
10 Nov 2026
1 Dec 2026
10 Nov 2026
10 Nov 2026 - 17 Nov 2026
19 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site Clearance: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m as per direction of EIC. | 3,200 | Sqm | 36 | ₹1,15,200 |
| 2Earthwork in excavation in all types of ground substrata consisting of hard rock / fragmented rock / soft rock / ordinary soils / filled up ground / murrum requiring use of rock breaker, drilling, chiselling with mechanical / manual means etc. up to a required depth from the original ground level and dewatering if required for foundation of walls, columns, platforms, Tree pits etc. including backfilling with selected excavated materials in plinth and foundation trenches in layers not exceeding 200 mm thick, watering ramming etc. complete and disposing off the surplus materials to a maximum radially measured lead of 1.0 KM. as per drawings, design , safety and specifications and directions of the Engineer. Note :- Bidders should essentially visit and inspect the construction sites and determine themselves the right and safest method/s of excavation considering the safety of nearby structures and population, before quoting their item rates (Blasting is not permitted). | |||||
| 2.1 | Up to depth of 1.5m | 40 | cum | 859 | ₹34,360 |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift | 9,600 | cum | 305 | ₹29,28,000 |
| 4 | Providing and laying 150 mm to 230 mm thick stone soling under floors properly hand packed, filling interstices with spalls, gravels and inert fine material and consolidating to required gradient and camber, spreading, watering etc. complete as per drawings, specifications and direction of Engineer. | 650 | sqm | 287 | ₹1,86,550 |
| 5Providing and laying in position site batched design mix cement concrete for PCC/RCC work; using coarse aggregate of maximum size not exceeding 20 mm and fine aggregate derived from natural sources, portland pozzolana/ordinary portland /portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | |||||
| 5.1 | Plain cement concrete of M15 grade with minimum cement content of 240 kg /cum | 300 | cum | 9,742 | ₹29,22,600 |
| 5.2 | RCC of M25 grade with minimum cement content of 330 kg /cum | 250 | cum | 10,304 | ₹25,76,000 |
| 6 | Providing and laying in position cement concrete of 1:1.5:3 (1 Cement: 1.5 coarse Sand : 3 Graded Stone aggregate 20 mm nominal size) - up to plinth level , transporting of concrete to site, laying, consolidation, finishing, curing etc. all complete excluding cost of centering & shuttering, as per direction of Engineer-in-charge. | 200 | cum | 9,038 | ₹18,07,600 |
| 7 | Reinforcement: Providing and laying Thermo-Mechanically Treated reinforcement bars of grade as specified in drawings/specifications and as directed by engineer conforming to IS : 1786 latest revision or the latest relevant code for RCC work including straightening, cutting, bending, placing in position and binding with 20 gauge annealed binding wire and cement mortar cover block of all size in C.M. 1:2 MIX or any combination of any suitable material by the approval of EIC, all complete- as per drawings , specifications & direction of engineer in charge. Rate shall be inclusive of equipment, labour, tools & tackles,etc. | 17,500 | kg | 119 | ₹20,82,500 |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.18 MB
TenderdocumentCPTA3029.pdf
Tender Documents • 3.33 MB
TechnicalSpecification.pdf
Other Document • 11.86 MB
NPCILGCC.pdf
Other Document • 3.30 MB
BOQ_346218.xls
BOQ • 0.36 MB
Excelformats_CPP_NIT.xls
Additional Documents • 0.16 MB
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