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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC 1291 1ST FLOOR SECTOR 26 PANCHKULA HARYANA 134116 | PANCHKULA | HARYANA | 134116 | L1 | Accepted-AOC The lowest bidder | |
| 2 | L2₹41.1 L+₹1.3 L (3.20%)Rejected-AOC | L2 | Rejected-AOC Other than the lowest bidder | |
| 3 | L3₹42.7 L+₹2.9 L (7.17%)Rejected-AOC 368 MAHESHPUR SECTOR 21 PANCHKULA HR 134112 | PANCHKULA | PANCHKULA | HARYANA | 134112 | L3 | Rejected-AOC Other than the lowest bidder | |
| 4 | L4₹43.2 L+₹3.4 L (8.50%)Rejected-AOC | L4 | Rejected-AOC Other than the lowest bidder | |
| 5 | L5₹46.2 L+₹6.4 L (16.1%)Rejected-AOC KHASRA NO 145 GROUND FLOOR NEAR JAIN MOHALLA JATO KI CHOPAL VILLAGE KHERA KALAN NEW DELHI 110082 | NORTH | DELHI | 110082 | L5 | Rejected-AOC Other than the lowest bidder |
Tender Value
₹42.9 L
EMD Value
₹85,800
Closing Date
11 May 2024, 6:00 pmClosed
GE (I) JUTOGH
GE (I) JUTOGH, JUTOGH CANTT SHIMLA (HP) - 171008
PROVN OF PROTECTIVE/ RETAINING WALL NEAR MES BLDG NO KND-81 AND ROAD METAL CRASH BARRIER ALONGWITH PATH FROM YADGAR GATE TO BLDG NO KND-56 AT JUTOGH CANTT UNDER GE (I) JUTOGH
2024_MES_650588_1
GE (I)/JUT-103 OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
JUTOGH
CLASS D CATEGORY a (i)
7 documents required · 7 mandatory
₹500
GE (I) JUTOGH
₹85,800
Yes
19 Jun 2024
20 Apr 2024
13 May 2024
20 Apr 2024
11 May 2024
3 May 2024
20 Apr 2024 - 24 Apr 2024
Amount
Demolition of brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified and directed.
M&L for walling of random rubble, uncoursed well bonded, built in CM (1:6) as in parapet, steps, retaining wall complete all as specified and directed.
M&L for walling of random rubble, uncoursed well bonded, built in CM (1:6) as in parapet, steps, retaining wall except stones complete all as specified and directed.
M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto coarse in CM (1:4) including raking out existing pointing etc complete all as specified and directed.
Excavating in post holes (or similar holes) in hard/ dense soil each n exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed.
S&F of single side single W metal crash barrier comprising of cold formed W profiled section having thickness 3mm (uncoated thickness) with frame width of 311mm depth 83mm and length 4318mm (made of IS marked HR coils confirming to IS 5986/2011) spaced 2.00m c/c of the post which will be 1000mm below the ground and 800mm above the ground. All the above components shall confirm to clause 810 of MORTH & specification including all fittings required for erection on road side W-beams, posts, spacers, all bolts nuts and washers shall be hot dip galvanised with zinc coating of 550 gm/sqm, complete all as specified and directed.
S&F of hot dip galvanised Metal beam rail to be fixed on the vertical post and spacer of cold formed channel section size 150x75x5mm and 330mm long (made of IS marked HR coils confirming to IS 5986/2011) including all necessary holes. All the above components shall confirm to clause 810 of MORTH & specification including all fittings required for erection on road side W-beams, posts, spacers, all bolts nuts and washers shall be hot dip galvanised with zinc coating of 550 gm/sqm, complete all as specified and directed.
M&L for PCC 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete including necessary form work complete all as specified and directed.
M&L PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete including necessary form work complete all as specified and directed.
S&F 50mm wide radium sticker, reflective sticker strip of any colour including sticking at any type of surface complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed.
M&L for provinding cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in surface channels and drains and mass concrete, complete all as specified and directed.
M&L for 75mm thick PCC 1:4:8, type D-2, using 40mm graded curshed stone aggregate as in sub base for flooring, complete all as specified and directed.
M&L for sand filling below paver block, complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block (using M-40 grade design mix concrete) of any size and shape confirming to IS 15658-2006 of 80mm thick, with grey cement and pigment etc complete all as specified and directed.
M&L for PCC 1:2:4, type B-1, using 12.5mm graded crushed stone aggregate as in lintels upto 1.5 mtr clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm in height, coping, kneelers, apex stones, bed plates, kerbs not provided for in item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throttling as directed including necessary form work, complete all as specified and directed.
M&L for convex mirror of 100 cm dia, made up of polycarbonate reflective mirror of ABS body complete with mounting hardware, clamp and GI pipe 65mm dia of required height etc including PCC 1:3:6, type C-2, foundation of size 400x400x600 mm and necessary earth work excavation, complete all as specified and directed.
M&L for brick work with sub class 'B' brick in cement mortar 1:6, straight or curved on plan exc 6m radius complete all as specified and directed.
M&L for rendering 15mm thick CM 1:4 on fair face of brick/ stone masonry or concrete surface finished even and fair without using extra cement, complete all as specified and directed.
Removing building materials to distance exc 1.00 Km but not exc 1.5 Km and depositing where complete all as specified and directed.
Excavating over areas n. exc 1.5m deep and getting out in hard and dense soil complete all as specified and directed.
Excavating over areas, exc 1.5 m & n.exc 3.00m deep and getting out hard/dense soil complete all as specified and directed.
Excavation over area exc. 3.00 mtr & 4.5m deep and getting out in soft/ disintegrated rock complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm soil complete all as specified and directed.
M&L for PCC 1:3:6, type C-1, using 20mm graded crushed stone aggregate as in coping, bands, plinth coarses, parapets etc like incl weathering, slightly rounded or chamfered throating, complete all as specified and directed.
M&L for precast PCC 1:3:6, type C-1, using 20mm graded crushed stone aggregate as in bond stones for stone walling etc setting in cement mortar 1:4 complete all as specified and directed.
Removing excavated material n.exc. 50 mtr distance and depositing where directed at a level n.exc. 1.50 mtr from the starting point (soils), complete all as specified and directed.
Supply only PVC (SWR) pipes 110mm dia as weep holes in retaining wall, complete all as specified and directed.
M&L for boulder filling dry, hand packed tightly, as in back filling of retaining wall, complete all as specified and directed.
AUKTA ENERGY PRIVATE LIMITED
FIRE ENVO SAFETY ENGINEERS
FORTUNE STAR
chankaya solutions
KIRTI ELECTRICALS
K L Kataria and Sons
His Construction Company
M/s Super Trading Corporation
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