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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-AOC 7 4 DNYANESH SOCIETY WARJE MALWALDI PUNE 411 058 | PUNE | MAHARASHTRA | 411058 | L1 | Accepted-AOC lowest | |
| 2 | L2₹24.4 L+₹27,683 (1.15%)Rejected-Finance | L2 | Rejected-Finance RATE HIGH | |
| 3 | L3₹27.0 L+₹2.8 L (11.8%)Rejected-Finance 54 10 SHANTI NAGAR NEAR SHINDE CHATRI WANAVADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L3 | Rejected-Finance RATE HIGH | |
| 4 | L4₹28.3 L+₹4.2 L (17.3%)Rejected-Finance | L4 | Rejected-Finance RATE HIGH | |
| 5 | L5₹28.5 L+₹4.4 L (18.2%)Rejected-Finance MOURYA HEIGHTS SATAVNAGAR HANDEWADI ROAD HADAPSAR PUNE 28 | PUNE | MAHARASHTRA | 411028 | L5 | Rejected-Finance RATE HIGH |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
16 Oct 2024, 6:00 pmClosed
GE South Pune
GE South Pune
REPAIRS TO AREA DRAINAGE SYSTEM, CULVERT, HUME PIPES AND STORM DRAINAGE SYSTEM AND CONNECTED B/R WORK IN AICTS, NGM, OGM, FAFA QTRS, PCDA (O) AND NADFM AREA UNDER AGE B/R-I OF GE (SOUTH) PUNE
2024_MES_675113_1
8615 GE SOUTH PUNE
Open Tender
Civil Works
Item Rate
180 days
GE South Pune
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE South Pune
₹80,000
Yes
18 Nov 2024
18 Sept 2024
18 Oct 2024
18 Sept 2024
16 Oct 2024
3 Oct 2024
Amount
Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in hard / dense soil, complete all as specified and as directed.
Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in soft / loose soil, complete all as specified and as directed.
Returning, filling in any type of soil, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed.
Removing excavated materials (Soil) n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified.
Removing excavated materials (Soil) exc. 5 Km and depositing where directed at a level n. exc. 1.50m above the starting point, complete all as specified.
Demolition cement concrete (Unreinforced) in any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for precast cement concrete block masonry with solid blocks exceeding 10 cm in width and setting in cement mortar 1:4 using PCC 1:3:6 type C-1 precast cement concrete blocks, complete all as specified and directed
Demolition of brick work or stone / boulder masonary or PCC block walling etc, built in cement mortar including all quoins, arches, pillars etc., complete all as specified and directed.
M&L for precast cement concrete block masonry with solid blocks exceeding 10 cm in width and setting in cement mortar 1:4 using PCC 1:3:6 type C-1 precast cement concrete blocks, complete all as specified and directed
M&L for old size fly ash bricks, straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specified and directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, brought up to course, complete all as specified and directed.
Extra over hammer dressed facings of granite or trap stone, with maximum depression on face from straight edge held against the dressed surface n. exc. 20 mm; to block-in-course masonry complete all as specified and directed
M & L 15mm thick rendering in cement mortar 1:4 on fair face of brick / stone masonary or concrete surfaces, surface finished even and smooth with using out extra cement, complete all as specified and as directed.
M&L for rendering 10 mm thick in cement mortar 1:4 mixed with water proofing compound, finished even and smooth surfaces without using extra cement, complete all as specified and directed. Note :- WPC will be measured and paid separately.
M&L for dubbing out average 15 mm thick in cement mortar 1:6 on irregular face of old walls complete all as specified and directed.
Supply only liquid water proofing compound complete all as specified and directed
M&L for PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in surface channels and drain, including demolition of existing PCC of any type complete all as specified and directed.
Taking down cement plaster from brick / stone masonry walls etc. including racking out joints, hacking for keys and scrubbing down with water complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling / mass concrete, complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling / mass concrete, including demolition of existing PCC of any type complete all as specified and directed.
M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping including weathering and throating including necessary form work etc., including demolition of existing coping of any type complete all as specified and directed.
M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping including weathering and throating including necessary form work etc., complete all as specified and directed.
M&L for providing precast reinforced cement concrete 1:2:4 type B-1 as in cover slab for manholes, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4, incluidng demolition of existing reinforced cement concrete and including cutting of reinforcement as required to facilitate demolition of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L TMT bars, 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
Extra for forming fair finished drain or channel exc. 30 cm but n. exc. 55 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped end, complete all as specified and directed.
Extra for forming fair finished drain or channel exc. 55 cm but n. exc. 85 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped end, complete all as specified and directed.
M&L for framed work as in grills, gratings etc. with ends of bars shouldered and / or rivetted, or forged into spikes; framed guard bars; barred iron door, railings and similar work conforming to Fe 290, gde-E-165, complete all as specified and directed.
M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surface of any description exc. 10 cm width or girth, including preparation of new steel surfaces, complete all as specified and directed.
Dismantling structural steel work including doors, gates etc, complete all as specified and directed.
M&L for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars, including dismantling of existing unserviceable pipe of any type complete all as specified and directed.
M&L for 450mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars, including dismantling of existing unserviceable pipe of any type complete all as specified and directed.
M&L for 600mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars, including dismantling of existing unserviceable pipe of any type complete all as specified and directed.
M&L for concrete bed 1:3:6 type C-2 as in drain pipes including packing under, and haunching against the side of pipes after they are laid and tested in 300mm bore of pipe, complete all as specified and directed.
M&L for concrete bed 1:3:6 type C-2 as in drain pipes including packing under, and haunching against the side of pipes after they are laid and tested in 450mm bore of pipe, complete all as specified and directed.
M&L for concrete bed 1:3:6 type C-2 as in drain pipes including packing under, and haunching against the side of pipes after they are laid and tested in 600mm bore of pipe, complete all as specified and directed.
PAL CONSTRUCTION (BID ID -3134351)
M/s.BAJRANG CONSTRUCTION (BID ID -3130508)
Santosh Pandurang Pise (BID ID -3134114)
Gauri Associates (BID ID -3134185)
R k construction (BID ID -3140792)
ANIL CONSTRUCTION CO. (BID ID -3134031)
L.K.R.TIWARI CONSTRUCTION (BID ID -3133558)
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