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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAccepted-AOC AZAD NAGAR RANJHI JABALPUR MP 482010 INDEX NO E 106 JBP | JABALPUR | MADHYA PRADESH | 482010 | L1 | Accepted-AOC L1 bidder lowest | |
| 2 | L2₹37.7 L+₹77,004.47 (2.09%)Rejected-Finance CHHATARPUR DISTRICT MADHYA PRADESH | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹39.9 L+₹3.0 L (8.03%)Rejected-Finance 1814 NARSING NAGAR RANJHI JABALPUR MP 482005 | JABALPUR | JABALPUR | MADHYA PRADESH | 482005 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹40.0 L+₹3.1 L (8.29%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹40.8 L+₹3.8 L (10.4%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | JAIDEV SINGH CHADHA L6 | B G PANDEY AND BROTHERS L1 | TRISHLA CONSTRUCTIONS L3 | M/S Modern builders L4 | chandra builders L5 | VEENUS ENGINEERS L7 | Mahakal Construction Company L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 2.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 459 | Cum | 220 ₹1,00,980 | 85 ₹39,015 Lowest | 219 ₹1,00,521 | 140 ₹64,260 | 150 ₹68,850 | 170 ₹78,030 | 111 ₹50,949 |
| 2.00 | 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. | 42.91 | Cum | 2,850 ₹1,22,293.5 | 2,200 ₹94,402 | 2,569 ₹1,10,235.79 | 1,800 ₹77,238 Lowest | 2,700 ₹1,15,857 | 2,800 ₹1,20,148 | 2,551 ₹1,09,463.41 |
| 3.00 | M&L for Use and waste of 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 complete all as specified and directed. | 363 | Sqm | 220 ₹79,860 | 180 ₹65,340 | 189 ₹68,607 | 260 ₹94,380 | 200 ₹72,600 | 160 ₹58,080 Lowest | 211 ₹76,593 |
| 4.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate 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 directed. | 105 | Cum | 5,400 ₹5,67,000 | 4,800 ₹5,04,000 | 4,669 ₹4,90,245 Lowest | 5,100 ₹5,35,500 | 5,400 ₹5,67,000 | 5,100 ₹5,35,500 | 5,001 ₹5,25,105 |
| 5.00 | M&L for Use and waste of formwork to sides of rough finished flat surface pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 327 | Sqm | 230 ₹75,210 | 170 ₹55,590 Lowest | 179 ₹58,533 | 260 ₹85,020 | 250 ₹81,750 | 200 ₹65,400 | 211 ₹68,997 |
| 6.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 24.53 | Cum | 5,600 ₹1,37,368 | 4,800 ₹1,17,744 | 4,569 ₹1,12,077.57 Lowest | 5,400 ₹1,32,462 | 5,400 ₹1,32,462 | 5,400 ₹1,32,462 | 5,001 ₹1,22,674.53 |
| 7.00 | M&L for Use and waste of formwork to rough finished flat surface sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. | 182.4 | Sqm | 230 ₹41,952 | 175 ₹31,920 Lowest | 179 ₹32,649.6 | 250 ₹45,600 | 250 ₹45,600 | 220 ₹40,128 | 211 ₹38,486.4 |
| 8.00 | M&L for fly ash brick work built in cm (1:6) of compressive strength not less than 75 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius complete all as specified and directed. | 141.59 | Cum | 4,550 ₹6,44,234.5 | 4,600 ₹6,51,314 | 4,469 ₹6,32,765.71 | 4,750 ₹6,72,552.5 | 4,700 ₹6,65,473 | 4,800 ₹6,79,632 | 3,881 ₹5,49,510.79 Lowest |
| 9.00 | M&L for RCC design mix M-25 using 20mm graded stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 11.54 | Cum | 5,600 ₹64,624 | 4,900 ₹56,546 | 4,569 ₹52,726.26 Lowest | 5,400 ₹62,316 | 5,400 ₹62,316 | 5,700 ₹65,778 | 5,001 ₹57,711.54 |
| 10.00 | M&L for Rendering 15 mm thick on brick work or concrete surface in two coat 1st coat 10 mm thick with CM 1:6 2nd coat with 5 mm thick cm 1:4 finished fair& even without using extra cement surface complete all as specified and directed. | 1,520 | Sqm | 230 ₹3,49,600 | 190 ₹2,88,800 Lowest | 289 ₹4,39,280 | 190 ₹2,88,800 Lowest | 260 ₹3,95,200 | 195 ₹2,96,400 | 201 ₹3,05,520 |
Tender Value
₹47.5 L
EMD Value
₹94,960
Closing Date
12 Jul 2025, 6:00 pmClosed
GE (West) Jabalpur
Garrison Engineer (West) Jabalpur Supply Marg Post Box No. 54 Jabalpur Cantt-482001 (MP)
SPECIAL REPAIR AND ADDN/ALTN FOR RAISING HEIGHT OF SECURITY WALL IN VISWANATHAN ENCLAVE UNDER GE (WEST) JABALPUR
2025_MES_714529_1
8891/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
₹94,960
8 Sept 2025
14 Jun 2025
15 Jul 2025
14 Jun 2025
12 Jul 2025
28 Jun 2025
14 Jun 2025 - 23 Jun 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 2.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed.
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 Use and waste of 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 complete all as specified and directed.
M&L for RCC design mix M-25 using 20mm graded stone aggregate 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 directed.
M&L for Use and waste of formwork to sides of rough finished flat surface pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
M&L for RCC design mix M-25 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for Use and waste of formwork to rough finished flat surface sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed.
M&L for fly ash brick work built in cm (1:6) of compressive strength not less than 75 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius complete all as specified and directed.
M&L for RCC design mix M-25 using 20mm graded stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for Rendering 15 mm thick on brick work or concrete surface in two coat 1st coat 10 mm thick with CM 1:6 2nd coat with 5 mm thick cm 1:4 finished fair& even without using extra cement surface complete all as specified and directed.
M&L for TMT HYSD reinforcement bars 10mm over dia including all cutting bending binding cranking placing & binding with MS wire (annealed) not less than 0.90mm dia complete all as specified and directed.
M&L for TMT HYSD reinforcement bars 5mm dia and over upto and incl 10mm dia in stirrups, spacers and binders complete all as specified and directed.
S&F Mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed.
S&F concertina coil of 600 mm dia of approved type/make for laying on y shape angle fixed on boundary wall etc completed all as specified and directed.
S&F, Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.
M&L two coat of synthetic enamel paint over new steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxzide primer incl preparation of surfaces complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
M&L for prepration of newly plastered surfaces of walls and applying two coats of cement paint over a coat of alkaliresistant priming paint complete all as specified and directed.
M& L for dismantling of Brickwork in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dresses stonework and precast concrete articles, laid dry omplete all as specified and directed.
Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for including reinforcement cut as required to facilliate demolition complete all as specified and directed.
M& L for dismantling of Wrought Iron complete all as specified and directed.
Design, fabrication , test, install and fixing in position curtain wall with aluminium composite pannel cladding with open groves for linear as well as curvillinier portion of the building for all heights and level etc including (a) structure analysis & desing and prepration of shop drawing for pressure equilization or rain screen principal as required for proper drainage at water to make it watertight including cheaking of all the structure and functinoal desing (b) providing ,fabrication and supplying and fixing pannel of aluminium composite pannel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick alumium composite pannel material consisting of 3mm thick fr grade mineral core sandwiched between two alumium sheet of 0.55 mm thick the aluminium composite pannel cladding sheet shall be coil coated kynar 500 based pvdf /lumiflon based fluoropolymer resin coating of approved colour and shade on face 1 and polymer service coating on face #2 as specified using stainless steel screws nuts bolts washer cleats wheater silicon sealent backer rod etc (c) the fastning bracket of alumium alloy 6005 ts/ms with hot dip galvanised with serration and serred washer to arrest wind load movment fasteners ss 316 pins and anchor bolts of approved make in ss 316 nylon seprater to prevent bi metallic contacts completed required perform as per specification and drawing the item include cost of all material and labour components the cost of all mock up at site costs of all material item include all aluminium composite pannel clading and all frame work as per directed by engineer in charge for the payment only actual area of external face of curtain wall with aluminium composite pannel cladding (including width of groove ) shall be measured in sqm upto two decimal places
M&L for frame work as in door or gates of angle or other section ornalmental type with gusset plates rails braces etc completed drilled for fixing of steel sheet or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings ( exclusive of steel sheet ) and also hold fast fastening and fixing completed all as specified and directed
M&L for SS box type letter height 12'' to 18'' up to 20 letter with white ACP for glowing od ss letters including all electrical and mechanical fittings including installtion charge completed all as specified and directed
M&L for logo of any describtion as per engineer incharge 0.6 to 1 m height with led module & power supply including installtion charge completed all as specifed and directed
Mahakal Construction Company (BID ID -3346705)
TRISHLA CONSTRUCTIONS (BID ID -3348121)
M/S Modern builders (BID ID -3348309)
chandra builders (BID ID -3348233)
JAIDEV SINGH CHADHA (BID ID -3345234)
VEENUS ENGINEERS (BID ID -3348288)
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