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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.1 LAccepted-AOC | L1 | Accepted-AOC Being lowest bid | |
| 2 | L2₹32.5 L+₹2.4 L (7.95%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹32.9 L+₹2.8 L (9.26%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹34.0 L+₹3.9 L (12.9%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹38.0 L+₹7.9 L (26.3%)Rejected-Finance HOUSE NO 5 WARD NO 8 UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Rejected-Finance Being other than lowest bid |
Tender Value
₹46.0 L
EMD Value
₹92,060
Closing Date
29 May 2025, 6:00 pmClosed
GE (North) Udhampur
GE (North) Udhampur PIN-901220 C/O 56 APO
PROVN OF 01 X BASKET BALL COURT AND APPROXIMATE 35 MTR RETAINING WALL NEAR BLDG NO. NP-09 (01 COY ORS LINE) AND APPROXIMATE 50 MTR RETAINING WALL NEAR BLDG NO. NP-03 (JCOS CLUB) AT 57 WEU UNDER GE (NORTH) UDHAMPUR
2025_MES_707078_1
GE/U(N)-25/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (North) Udhampur
AS PER NIT
6 documents required · 6 mandatory
₹500
GE North Udhampur
₹92,060
Yes
31 Jul 2025
8 May 2025
6 Jun 2025
8 May 2025
29 May 2025
23 May 2025
Amount
Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.
Rough excavation not exc 1.50 mtr deep and getting out in hard / dense soil, complete all as specified and directed.
Excavation over area not exc 1.5 mtr deep and getting out in any type of soil, complete all as specified and directed.
Excavation in trenches not exc 1.5 mtr wide and not exc 1.50 mtr in depth and getting out in any type of soil, complete all as specified and directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers not exc 25cm thick each, complete all as specified and directed.
Removing surplus soil to a distance not exc 50 mtr and deposited where directed at a level not exc 1.50 mtr from the starting point, complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed.
M&L for walling of random rubble stone masonry, uncoursed or brought upto coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 including providing weep holes, complete all as specified and directed. Note :- PCC bond stone (for retaining wall) shall be measured and paid separately under relevant item of this BOQ.
Providing precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bond stones of any thickness and size or shape, set in cement mortar 1:6, complete all as specified and directed.
M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in coping, benching including weathering, slightly rounded or chamfered angles including necessary formwork and finishing the exposed surfaces, complete all as specified and directed.
Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints as specified of random rubble walling, uncoursed or brought up to course, hammer dressing with maximum depression on face from straight edge held against the dressed surface, not exceeding 20mm for granite or trap stone, complete all as specified and directed.
Hand packing (any thickness) of broken stone boulders at back of wall over arches etc. and raising (or lowering) to the required label, complete all as specified and directed.
S&F 110mm bore PVC pipe, low density of pressure rating 10 Kg/Sqcm (in short lengths), fixed in retaining walls as weep holes, complete all as specified and directed.
M&L for raised pointing in cement mortar 1:3 to random rubble stone walling, uncoursed, complete all as specified and directed.
Forming embankments including raising (or lowering) earth, spreading in layers not exc 30cm thick, watering, ramming / rolling and finishing to required size and shape etc, not exc 1.5 mtr high from base, complete all as specified and directed.
All as per serial item No. 15.00 here-in-above but height exc 1.50 mtr but not exc 3.0 mtr from base.
All as per serial item No. 15.00 here-in-above but height exc 3.0 mtr but not exc 4.50 mtr from base.
M&L for 15mm thick rendering in CM 1:4 on stone masonry surfaces or other than fair faces of brickwork and finishing the surface even and smooth without using extra cement, complete all as specified and directed.
Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller, complete all as specified and directed.
M&L for 150mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated as required, complete all as specified and directed.
M&L for 75mm thick (compacted thickness) WBM in two layers with granite coarse aggregates of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber as required with using 8 to 12 tonne power roller, complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in sub base, complete all as specified and directed.
M&L for 75mm thick plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in floor and finished the surface even and smooth without using extra cement, complete all as specified and directed.
M&L for aluminium dividing strips to prevent cracks 50mm wide and 1.50mm thick, inserted in position and conform to design, complete all as specified and directed.
S&F basket ball pool Koxtona premium moveable 6" MS round steel pole with 3.2 mtr extn having 10' standard height for standard basket ball court above ground level alongwith frame work and rim height 10' (305cm) with rim diameter hoops 18" (46cm) with net and 25mm thick Malaysian acrylic boards of size 180cm x 105cm (The inner rectangle on the backboard is 24 inches (61cm) wide by 18 inches (46cm) and helps as shooter determine the proper aim and banking for either a layup or distance shot) and net complete including painting etc, complete all as specified and directed by Engineer-in-Charge.
Supplying and applying of 8 layer acrylic synthetic flooring for basket ball / volley ball / throw ball court (3 to 4mm thick) over existing plain cement concrete, complete all as specified and directed with the following stages given below :- PATCH :- 100% Acrylic based emulsion to repair cracks to concrete and asphalt pavement. It should be carried out after 30 days from date of placement of concrete. PRIMER :- 100% Acrylic unic floor based emulsion to improve bond of acrylic court system to the concrete or asphalt surface. RESURFACER :- 02 layers of Acrylic Resurfacer 367-30 for filling and smoothing asphalt or concrete surfaces in preparation for Acrylic ITF approved system and fills the surface chips, voids and conceals, repairs while providing a smooth surface for colour coating. CUSHION COAT :- 02 layer of Acrylic floor cushion for asphalt or concrete surfaces in preparation for Acrylic ITF approved system. ULTRA CUSHION COAT :- 02 layers of Acrylic floor cushion for asphalt or concrete surfaces in preparation for Acrylic ITF approved system. PRE COAT :- 02 layer of Acrylic based textured basket ball top coat. Ideal for colour coating basket ball / volley ball / throw ball court and other sport pavement surfaces including lines, dashes, arrows etc. exc 10cm width. Note :- The above work shall be carried out 30 days after the date of placement of concrete alongwith repairing of cracks of concrete.
S&F factory made PCC Kerb stone outer coloured surface, machine pressed of size 150mm long, 100mm wide and 350mm deep in cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregates) and jointed in CM 1:4, laid side by side, complete all as specified and directed.
M&L for preparation of brick or concrete surface and applying two coats of synthetic enamel paint (colour as approved by GE/EIC) over a coat of primer, complete all as specified and directed.
sohtra and co (BID ID -3308597)
M/S BHARAT LIGHT ELECRIC.CO (BID ID -3308646)
s l sharma and sons (BID ID -3308683)
M/s Rukmani Construction Company (BID ID -3307475)
M/S R S Builders (BID ID -3304957)
M/S SUSHEEL KUMAR Govt. CONTRACTOR (BID ID -3308052)
SHIVAE CONSTRUCTION (BID ID -3308385)
MAHAJAN TRADING CO (BID ID -3308678)
shivom builders (BID ID -3308233)
M/S GURU DEV BUILDERS (BID ID -3308429)
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