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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAdmitted-Finance | ₹17.5 L | L1 | Admitted-Finance |
| 2 | L2₹22.7 LAdmitted-Finance | ₹22.7 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CRS AND COMPANY L2 | MAHAAN NIRMANS L1 |
|---|---|---|---|---|---|
| 1.00Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurementsand disposal of unserviceable material as directed, within a lead of 50 m | |||||
| 1.10 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | 346 | metre | 3,46,000 ₹4.1 L | 3,11,400 ₹3.7 L |
| 2.00Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For | |||||
| 2.10 | PVC pipes 200mm dia, 6 kg/sqcm & class 3 | 346 | metre | 6,40,100 ₹7.6 L | 5,53,600 ₹6.5 L |
| 3.00Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : | |||||
| 3.10 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 30 | each | 6,00,000 ₹7.1 L | 3,60,000 ₹4.2 L |
| 4.00Removing and resetting of B S Slab pathway from Canteen building, Power house, to work shop building and for surface dressing | |||||
| 4.10 | Pointing on stone work with cement mortar 1:3 (1: cement 3: fine sand) | 288.61 | sqm | 28,861 ₹34,056 | 72,152.5 ₹85,140.50 |
| 5.00Dismantling kota Stone tile in the canteen building work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | |||||
| 5.10 | For thickness of tiles 10 mm to 25 mm | 13.86 | sqm | 4,158 ₹4,907 | 4,851 ₹5,724 |
Tender Value
₹14.6 L
EMD Value
₹30,000
Closing Date
16 Apr 2026, 9:00 amClosed
Administrative Officer
IIA,2nd block. Koramangala, Bengaluru
Rerouting of the Sanitary line from behind IIA canteen to exit manhole along CPWD compound wall and another line from Main building annex to exit manhole at IIA, Koramangala campus, Bengaluru.
2026_IIAP_902383_2
95/CIVIL/ REROUTING OF SANITARY LINE /IIA/KORAMANGALA/ 2025-26
Open Tender
Civil Works
60 days
Koramangala, Bengaluru
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹30,000
IIA, Koramangala, Bengaluru
27 Apr 2026
8 Apr 2026
17 Apr 2026
9 Apr 2026
16 Apr 2026
11 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurementsand disposal of unserviceable material as directed, within a lead of 50 m | ||||||
| 1.1 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | - | metre | - | - | Item1.1 |
| 2Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For | ||||||
| 2.1 | PVC pipes 200mm dia, 6 kg/sqcm & class 3 | - | metre | - | - | Item2.1 |
| 3Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : | ||||||
| 3.1 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | - | each | - | - | Item3.1 |
| 4Removing and resetting of B S Slab pathway from Canteen building, Power house, to work shop building and for surface dressing | ||||||
| 4.1 | Pointing on stone work with cement mortar 1:3 (1: cement 3: fine sand) | - | sqm | - | - | Item4.1 |
| 5Dismantling kota Stone tile in the canteen building work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | ||||||
| 5.1 | For thickness of tiles 10 mm to 25 mm | - | sqm | - | - | Item5.1 |
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