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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC 316 A VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP PIN 482005 | JABALPUR | MADHYA PRADESH | 482005 | L1 | Accepted-AOC L1 bidder lowest | |
| 2 | L2₹36.8 L+₹3.0 L (8.92%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹40.1 L+₹6.2 L (18.5%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹40.1 L+₹6.3 L (18.5%)Rejected-Finance HDLX 31 JASUJA CITY JABALPUR MP 482003 | JABALPUR | MADHYA PRADESH | 482003 | L4 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | ANAMIKA CONSTRUCTION L4 | ISHWAR CONSTRUCTION COMPANY L3 | M/S A.P.M. CONSTRUCTION CO. L1 | chandra builders L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brick Masonry built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed. | 96.42 | Cum | 250 ₹24,105 | 150 ₹14,463 | 180 ₹17,355.6 | 100 ₹9,642 Lowest |
| 2.00 | Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] complete all as specified and as directed. | 27.51 | Cum | 300 ₹8,253 | 200 ₹5,502 Lowest | 200 ₹5,502 Lowest | 200 ₹5,502 Lowest |
| 3.00 | Demolition of Reinforced Cement Concrete as in posts, cover slabs, facia, parapets, etc., required to facilitate demolition complete all as specified and directed. | 15 | Cum | 300 ₹4,500 | 250 ₹3,750 Lowest | 250 ₹3,750 Lowest | 250 ₹3,750 Lowest |
| 4.00 | Taking down Cement Plaster any description on brick or stone walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed. | 100 | Sqm | 25 ₹2,500 | 25 ₹2,500 | 20 ₹2,000 Lowest | 20 ₹2,000 Lowest |
| 5.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed. | 234 | Cum | 180 ₹42,120 Lowest | 200 ₹46,800 | 180 ₹42,120 Lowest | 200 ₹46,800 |
| 6.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.50 m and n exc 3.00 mtr complete all as specified and directed . | 18.72 | Cum | 220 ₹4,118.4 | 250 ₹4,680 | 180 ₹3,369.6 | 150 ₹2,808 Lowest |
| 7.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.50 m complete all as specified and directed . | 10 | Cum | 180 ₹1,800 Lowest | 350 ₹3,500 | 200 ₹2,000 | 200 ₹2,000 |
| 8.00 | M&L for Approved earth filling in road/ path formation brought from outside MD land with any lead, including spreading, levelling, watering & well ramming, in layers not exc 15 cm, Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base. | 10 | Cum | 500 ₹5,000 Lowest | 1,200 ₹12,000 | 800 ₹8,000 | 800 ₹8,000 |
| 9.00 | M & L for hardcore of gauge not exceeding 63 mm but n. exc 100mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface in broken boulder complete all as specified and as directed. | 20.4 | Cum | 750 ₹15,300 Lowest | 950 ₹19,380 | 800 ₹16,320 | 800 ₹16,320 |
| 10.00 | Removing excavated material exc. 250m and not exc 500 Mtr and depositing where directed at a level n exc. 1.5 m above the starting point | 227.72 | Cum | 90 ₹20,494.8 | 80 ₹18,217.6 Lowest | 130 ₹29,603.6 | 250 ₹56,930 |
Tender Value
₹44.5 L
EMD Value
₹88,960
Closing Date
30 Jun 2025, 6:00 pmClosed
GE (West) Jabalpur
Garrison Engineer (West) Jabalpur Supply Marg Post Box No. 54 Jabalpur Cantt-482001 (MP)
CONSTRUCTION OF RCC COVERED DRAIN IN LIEU OF BRICK DRAIN NEAR SPORTS COMPLEX OF HQ MB AREA AND PROVN OF RCC RETAINING WALL AND BOX TYPE CULVERT AT APPROACH ROAD OF CHILDREN SCHOOL AT MANEKSHAW ENCLAVE IN THE AREA OF AGE B/R-I UNDER GE (WEST) JABALPUR
2025_MES_711884_1
8879/E8
Open Tender
Civil Works
Item Rate
180 days
GE (West) Jabalpur
As per tender documents
6 documents required · 6 mandatory
₹500
GE (West) Jabalpur
₹88,960
20 Aug 2025
2 Jun 2025
3 Jul 2025
3 Jun 2025
30 Jun 2025
16 Jun 2025
3 Jun 2025 - 11 Jun 2025
Amount
Demolition of Brick Masonry built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed.
Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] complete all as specified and as directed.
Demolition of Reinforced Cement Concrete as in posts, cover slabs, facia, parapets, etc., required to facilitate demolition complete all as specified and directed.
Taking down Cement Plaster any description on brick or stone walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.50 m and n exc 3.00 mtr complete all as specified and directed .
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.50 m complete all as specified and directed .
M&L for Approved earth filling in road/ path formation brought from outside MD land with any lead, including spreading, levelling, watering & well ramming, in layers not exc 15 cm, Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base.
M & L for hardcore of gauge not exceeding 63 mm but n. exc 100mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface in broken boulder complete all as specified and as directed.
Removing excavated material exc. 250m and not exc 500 Mtr and depositing where directed at a level n exc. 1.5 m above the starting point
Returing, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation & mass concrete complete all as specified and directed.
M & L for RCC M-25 design mix, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, columns upto plinth beams, etc complete all as specified and as directed.
M&L for RCC M 25 design mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc all as specified and directed.
RCC M-25 (Design mix) using 20 mm graded stone aggregate as in Slabs supported on walls, beams, columns, landings, shelves and the like complete all as specified and as directed.
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in cover slab and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. .
M&L Plain cement concrete (1:2:4) type B-1 using 20 mm garded stone aggregates as in coping, bed plate, and the like including weathering, slightly rounded or chamferred angles and throating as directed including provision of necessary form work and finishing exposed surface even and smooth without using extra cement, complete all as specified and directed.
M & L for PCC 1:2:4, Type B-0 [using 12.5mm graded granite stone aggregate] in surface channels and drains including forming fair finished drain or channel of 300 mm inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
M&L Brick work using fly ash old size bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
All as described in the serial item No. Above, but without bricks.
Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for rough finished concrete surfaces, etc. complete all as specified and directed.
Use and waste of form work to sides of concrete foundation, footings, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter; for rough finished surfaces complete all as specified and as directed.
Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] including fair finished surfaces complete all as specified and directed.
S & F reinforcement using TMT steel bars of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
S & F reinforcement using TMT steel bars of 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
M & L for TMT steel bars of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
M&L Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 10mm thick in CM 1:4 and to be finished even and smooth without using extra cement etc complete all as specified and directed
S&F, PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or fixed on walls complete all as specified and directed.
S&F of Reinforced concrete pipes 600mm bore class NP-3 Laid and jointed complete with collars complete all as specified and directed.
S&F of reinforced cement concrete pipes 450mm bore class NP-2 Laid and jointed complete with collars all as specified and directed.
S&F in repairs, SFRC perforated drain cover of size 750mm x 450mm x 70 mm thick srounded with steel strip 70x1.50mm Reinforced as per manufacturer's design in Munufactured proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame shall be approved by GE. (ii) Contractor shall provide PV alongwith manufacturer test certificate of SFRC cover.
Preparing new steel surfaces and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M&L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
chandra builders (BID ID -3330030)
ISHWAR CONSTRUCTION COMPANY (BID ID -3341776)
ANAMIKA CONSTRUCTION (BID ID -3334260)
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