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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹18.8 L+₹1.1 L (6.01%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹19.6 L+₹1.8 L (10.0%)Rejected-Finance | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹20 L+₹2.2 L (12.5%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹21.7 L+₹4.0 L (22.3%)Rejected-Finance | L5 | Rejected-Finance Not being lowest |
Tender Value
₹29.8 L
EMD Value
₹59,600
Closing Date
30 Sept 2024, 6:00 pmClosed
CWE UDHAMPUR
Military Engineer Services, Commander Works Engineer, Udhampur, PO - Garhi, Udhampur-182121
PROVN OF STRENGTHENING OF NALLAH PROTECTIVE WORK AND PROVN OF APPROACH PATH AT UNIT AREA OF 9 PARA (SF) UNDER GE (SOUTH) UDHAMPUR
2024_MES_669850_1
CWE/U(S)-37/2024-25
Open Tender
Civil Works
Item Rate
180 days
UDHAMPUR
AS PER NIT
6 documents required · 6 mandatory
₹500
GE (SOUTH) UDHAMPUR
₹59,600
4 Nov 2024
2 Sept 2024
7 Oct 2024
2 Sept 2024
30 Sept 2024
17 Sept 2024
Amount
Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed.
Excavating over areas, for each additional 1.5m or part thereof in depth beyond the first 1.5 m getting out in any type of soil, complete all as specified and as directed.
Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed.
Removing excavated material (soils) to a distance exceeding 250m but not exceeding 500m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.
Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling, sub base and mass concrete, complete all as specified and as directed.
Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter including rough finished flat surfaces of concrete, complete all as specified and as directed.
TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed.
110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, as in weep hole, complete all as specified and as directed.
Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted , built in cement mortar 1:6 complete all as specified and as directed.
Description all as per description of serial item No 10 here in before but except stone.
Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm complete all as specified and as directed.
Raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses, in cement mortar 1:4 complete all as specified and as directed.
100mm thick Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in sub base flooring, complete all as specified and as directed.
Sand cushioning under floors including watering and consolidation complete all as specified and as directed.
Machine pressed / vibro mechenically floated glossy finish interlocking cement paver block ISI marked, any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 Grade, with topping of cement mixed with imported pigment. Shape shall be approved by Engr-in-Charge.
Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified.
Providing cement concrete in steps, seismic and other similar bands, parapets and railings up to 60 cm in hieght, coping, kneeless apex stones , bed plates, kerbs not provided for including weathering, slightly rounded or chamfered angles all as directed, 1:2:4 mix type B-0 complete all as specified.
Boulder filling dry, handpacked tightly, as in back or retaining wall (Boulder of 150mm size and over), complete all as specified and directed.
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