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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.0 CrAccepted-AOC 1180 UNIVERSITY ROAD SOUTH CIVIL LINES PACHPEDI JABALPUR M P | JABALPUR | JABALPUR | MADHYA PRADESH | ₹14.0 Cr Quoted ₹16.5 Cr | 1 | Accepted-AOC Lowest bidder L-1 |
| 2 | 2₹16.5 CrRejected-AOC | ₹16.5 Cr | 2 | Rejected-AOC Second Lowest bidder L-2 |
| 3 | 3₹16.8 CrRejected-Finance | ₹16.8 Cr | 3 | Rejected-Finance Not considered |
| 4 | 4₹18.1 CrRejected-Finance 15 BAJRANG NAGAR INDORE | INDORE | INDORE | MADHYA PRADESH | ₹18.1 Cr | 4 | Rejected-Finance Not considered |
| 5 | 5₹21.4 CrRejected-Finance | ₹21.4 Cr | 5 | Rejected-Finance Not considered |
Tender Value
₹13.5 Cr
EMD Value
₹13.5 L
Closing Date
14 Jul 2020, 3:30 pmClosed
Chief Engineer
Office of Chief Engineer (Civil Engineering) MPPGCL Shakti Bhawan Block No 1 Rampur Jabalpur (MP) 482008
Tender for the work of 1st stage raising of lagoon No. II of ash dyke (Stage-I) along with construction of various structures such as overflow weir and raising of decantation well etc. at SSTPP, Stage-I (2x600 MW) Dongalia, Khandwa
2020_MPPGC_76429_1
CE(CIVIL ENGG)/SSTPP-I/1309
Open Tender
Civil Works - Others
548 days
SSTPP Stage I Dongalia Khandwa MP
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Payable To
₹13.5 L
Yes
Jabalpur (MP)
28 Nov 2020
19 Feb 2020
17 Jul 2020
19 Feb 2020
14 Jul 2020
20 Feb 2020
16 Mar 2020
Amount
ITEM NO 1: - Cleaning the site for construction of embankment by uprooting / removal of rubbish i/c the labor and equipment as required for uprooting up to a required depth, all vegetation, grass, bushes, stamps, trees, saplings etc. and disposal of same up to lead of 100 m outside the working zone/area as per the specification and direction of engineer-in-charge.
ITEM NO 2:- Stripping & cleaning of area for foundation of the bund, dressing of benches and foundation, re-handling and removal of stripped material from site i/c all lead and lifts as per specification and direction of Engineer-in-Charge
ITEM NO 3:-Preparation of foundation i/c compaction to achieve dry density not less than 95% of the maximum dry density with approved roller or any other mechanical means i/c all labor, materials, equipment, tools & plants, all lead, lift safeguard etc. complete as per specification, drawing and as directed by the Engineer-in-Charge
ITEM NO4:- Excavation in all type of soil/hard moorum with 100m lead and 1.50m lift with dressing as per direction of Engineer-in-Charge.
(B) Earth
ITEM NO6:-Supply & forming sand blanket/ chimney filter in the embankment by using clean, sound and well graded coarse sand of approved quality from approved source i/c all transportation, loading, unloading, cost of materials, T&P, royalty, all taxes etc. with all lead and lift, placing in position as described in the drawing, specification, compaction with approved equipments to achieve relative density not less than 70% etc. complete i/c cost of labor, excavation in earth, wherever required for placing disposal of excavated materials to specified places with all lead, lifts, equipment, T&P, safe guard, incidentals etc. complete as per specification and as directed by Engineer-in-Charge (for horizontal & vertical filter).
ITEM NO 7:-Construction of rock toe in earthen / Ash embankment with materials of hard stone variety, ranging in size from 100 mm to 450 mm as per drawing and specification from specified quarry i/c cost of labor, materials, all lead, lift transportation, placing in position (layers not exceeding 300mm) hand packing, wedging dressing over surface etc. complete as per direction of Engineer-in-Charge.
ITEM NO 8:- Supplying & forming graded aggregate filter satisfying the filter criteria as indicated in drawing with well graded hard stone metal of max. size 40mm to min size relatained on 4.75 mm screen around as indicated in the drawing i/c all transportation, loading, unloading, all lead and lift, cost of materials, royalty, all taxes, duties, placing in position as described in the specification, compacting with approved compaction equipment i/c all cost of labor etc. complete as per the direction of Engineer-in-Charge.
ITEM NO 9:- Supply and laying of Doob-grass on the ash bund slopes as per specification & i/c all lead and lift, watering to ensure grass development, maintenance etc. complete
ITEM NO 10:- Providing and placing in position plain cement concrete 1:3:6 i/c scaffolding, formwork, dewatering, vibrating, formwork, dewatering, vibrating, curing, cost of all material, labor, transportation etc. complete i/c all as per direction of Engineer-in-Charge.
ITEM NO 11:- Supplying transportation, laying and jointing R.C.C. hume pipe (Class NP-2 type) with collors i/c grouting the joint with CM 1:2, curing etc. all compete with labor, Materials, tools & plants, transpiration of pipe, taxes etc. complete as per direction of Engineer-in-Charge – 250 mm dia RCC Hume pipe.
ITEM NO 12:- Supplying and laying in position approved quality fly. Ash bricks as per relevent IS code( Latest Revision) in cement, sand Mortor 1:4 for trapozoled to drain at the toe/ top of the bund for panel walls for slope protection and steps along the bund surface i/c curing all lift, raking of joints, materials etc. complete as per specification, drawing and direction of Engineer-in-Charge.
ITEM NO 13:- Supplying and laying 75mm thick dry fly ash brick pitching as per IS Code (Latest Revision) over slope layers, cost of brick, transportation, loading , unloading, interstices between the bricks to be filled with sand including panel work as per drawing etc. complete and direction of Engineer-in-Charge.
ITEM NO 14:- 25 mm thick plaster over the lining in slope in 1:6 cement mortal i/c smooth finish membrane, curing, materials, labor etc. complete.
ITEM NO 15:- Supplying, stacking of good quality hard moorum from approved quarry of PW i.e. Sakra of Lalpur i/c all transportation, loading, unloading, Royalty and other taxes and as per direction of Engineer-in-Charge.
ITEM NO 16:- Consolidation of moorum by SRR/DRR i/c spreading moorum excluding watering
ITEM NO 17:- Watering of moorum, consolidation with a lead of water upto 150m
ITEM NO 18:- Earth work for filling foundation and around masonry work with hard soil / soft moorum over and NP-2 hume pipe from soil obtained from spoil in layers of 150mm thick i/c watering compaction i/c all lead, lift, transportation etc. complete as direction of Engineer-in-Charge.
ITEM NO 19:- Supplying and placing reinforced cement concrete of grade M-25 using 20 mm downgraded coarse aggregate with minimum cement content as per table 5&6 of IS-456: 2000 of concrete for works below /above ground level excluding reinforcement and form work but i/c vibrating, curing, dewatering as necessary, providing construction joints, finishing, providing construction joints, finishing, providing pockets/ cut outs placing of inserts/ embedment etc. complete as per specification and as per direction of the Engineer for the foundation for the collecting wells, circular shaft of the collecting wells and misc. works.
ITEM NO 20:- Supplying, cleaning, cutting, lapping, bending as per drawing and placing in position at all location & level i/c binding with soft annealed 16 gauge binding wire etc. compete for the following (a) high yield strength deformed bars conforming to IS-1786
ITEM NO 21:- Providing, erecting and removing form work at all elevation below of above ground for concrete work i/c scaffolding, centering, bracing, providing open cutout/ pocket etc. complete as per specification and as directed by the Engineer (a) form work to give fair and smooth finish, using sheeting formed from ply wood/ steel sheet.
ITEM NO 22:- Dismantling RCC in slab, column, wall, beam, lintel or any other structural above plinth in super structure as directed by the Engineer-in-Charge.
ITEM NO 23:- Providing erecting and removing form work at all elevation below or above ground for concrete work i/c scaffolding, centering, bracing, providing, open cut out / pockets etc. complete (a) form work to give fair and smooth finish using sheeting formed from ply wood steel sheets for curved surface.
ITEM NO 24:- Dismantling of Steel structure at any elevation, lowering of materials and carriage of the dismantled material up to field fabrication shop i/c temporary dismantling, cutting, rewarding, supporting and restoring to correct position all temporarily such adjacent members and temporally dismantled member not payable and re-alignment & re-fixing of above dismantled structure at requisite new elevation i/c scaffolding, staging, tools & tackles, gas cutting, welding, consumable returning the the balance dismantled material to area store etc. complete as per specification, drawing and instruction of the Engineer-in-Charge
ITEM NO 25:- Uncoursed random rubble masonry in cement motar 1:6 i/c cost of all material ,labour T&P ,royalty etc comlete as per direction of Engineer incharge
NEELKANTHAM SYSTEMS PRIVATE LIMITED
M/S DHYANSINGH LADHARAM
Agrawal Enterprises
Kanwar Enterprises Pvt Ltd
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