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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹26.9 L+₹85,188.25 (3.27%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹27.5 L+₹1.5 L (5.80%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹28.4 L+₹2.4 L (9.04%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹28.7 L+₹2.7 L (10.3%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹29 L
EMD Value
₹58,000
Closing Date
27 May 2020, 6:00 pmClosed
GE BHOPAL
GE BHOPAL
DIVERSION OF SEWAGE LINE ALONGWITH SEPTIC TANK AT CTO COLONY AND PROVN OF HARD STANDING WITH COVERED SHED FOR COMN VEHS OF 21 CGSR UNDER GE BHOPAL
2020_MES_340725_1
8646/E8
Open Tender
Civil Works
Item Rate
183 days
BHOPAL
Class D Category a i
6 documents required · 6 mandatory
₹500
Yes
GE BHOPAL
₹58,000
Yes
20 Jul 2020
24 Apr 2020
29 May 2020
24 Apr 2020
27 May 2020
15 May 2020
Amount
COMMON ITEMS FOR JOB 'A' & 'B'
M&L for Preparing new or previously untreated steel & iron surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over & including a coat of red oxide zinc chrome primer complete all as specified and directed.
S&F Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
OTHER THAN COMMON ITEMS FOR JOB 'A'
Demolition and breaking up drain pipes (SGSW, AC, RCC or PVC) of internal dia 100 mm, set in cement mortar and disposal of unservicable materials and rubbish to a distance not exceeding 100m complete all as specified and directed.
Demolition and breaking up drain pipes (SGSW, AC, RCC or PVC) of internal dia 150 mm, set in cement mortar and disposal of unservicable materials and rubbish to a distance not exceeding 100m complete all as specified and directed.
Demolition and breaking up drain pipes (SGSW, AC, RCC or PVC) of internal dia 200 mm, set in cement mortar and disposal of unservicable materials and rubbish to a distance not exceeding 100m complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3m in depth for foundation, etc or not exceeding 10 Sqm on plan and exceeding 1.5m but not exceeding 3m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
Removing excavated soil to a distance not exceeding 50m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified and directed.
M&L for Concrete bed to drain pipes 100 mm bore including packing under and haunching against the sides of pipes after they are laid and tasted; in cement concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for Concrete bed to drain pipes 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tasted; in cement concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for Concrete bed to drain pipes 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tasted; in cement concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.
S&F Salt glazed stoneware drain pipes 100 mm bore, grade ‘A’, ISI marked, laid in trenches and jointed as specified complete all as specified and directed.
S&F Salt glazed stoneware drain pipes 150 mm bore, grade ‘A’, ISI marked, laid in trenches and jointed as specified complete all as specified and directed.
S&F reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and directed.
S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors,fixed to walls with clamps, etc 75mm bore complete all as specified and directed.
S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors,fixed to walls with clamps etc 110mm bore complete all as specified and directed.
S&F PVC (SWR) bends any radius, 75 mm bore complete all as specified and directed.
S&F PVC (SWR) bends any radius, 110 mm bore complete all as specified and directed.
S&F PVC (SWR) junction single (single T), equal or unequal, 75mm bore complete all as specified and directed.
S&F PVC (SWR) junction single (single T), equal or unequal, 110mm bore complete all as specified and directed.
S&F PVC (SWR) floor trap, plain with CP grating including jointing with solvent cement, dia of outlet 75 mm complete all as specified and directed.
S&F PVC (SWR) branch pieces, single (single Y) equal or unequal, 75mm bore, provided with access door, complete all as specified and directed.
S&F PVC (SWR) branch pieces, single (single Y) equal or unequal, 110mm bore, provided with access door, complete all as specified and directed.
S&F PVC (SWR) branch pieces, double (double Y), equal or unequal, 75mm bore, provided with access door complete all as specified and directed.
S&F PVC (SWR) branch pieces, double (double Y), equal or unequal, 110mm bore, provided with access door complete all as specified and directed.
Demolition of brickwork built in cement or cement lime mortar complete all as specified and directed.
M&L for Brick work with fly ash bricks (Modular), straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.
M&L for Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed.
Demolition of cement concrete (reinforced) as in ground floors and paving not exceeding 15cm thickness (below or above ground level), precast manhole covers, etc reinforcement cut as required to facilitate demolition as in man hole covers complete all as specified and directed.
M&L for Providing precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete all as specified and directed. (Note:-Reinforcement to be measured separately).
S&F Mild steel TMT bars 6 to 8mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
Excavation over areas, not exceeding 1.5m deep and getting out in hard dense soil complete all as specified and directed.
Excavation over area, exceeding 1.5m but not exceeding 3m deep and getting out in hard dense soil complete all as specified and directed.
Excavation over areas, exceeding 3m but not exceeding 4.5m deep and getting out in hard dense soil complete all as specified and directed.
M&L for Brick work with fly ash bricks (Modular), straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed.
M&L for Reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregate in fins, fascias, louvers, parapets and railing exceeding 60cm in height, newels, balustrade and the like including necessary formwork complete all as specified and directed.
M&L for Reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregate in slabs supported on walls, beams & columns complete all as specified and directed.
M&L for rendering 15mm thick in in cement mortar 1: 4 on faces of brick work or concrete surfaces; mixed with water proofing compound (water proofing compound to be measured & paid separately as supply only) and finished fair and even complete all as specified and directed.
Supply only integral water proofing compound complete all as specified and directed. [MAKE: ACCOPROOF/WATER SEAL/MC BOUCHAMIE, MUMBAI/FOSROC/CICO/PIDILITE as approved by GE]
Use & waste of Formwork to faces of walls, retaining walls, abutments, and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed.
Use & waste of Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), for fair finished flat surfaces of concrete complete all as specified and directed.
Use & waste of Form work to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls and similar work all exceeding 20cm wide for fair finished flat surfaces of concrete complete all as specified and directed.
S&F Mild steel TMT bars 6 to 8mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or as in rungs for manholes and steps, etc complete all as specified and directed.
S&F Mild steel conforming to Fe-290 Gde E-165 in bands, straps, supports or stays for rain water, including bolts, if required, hook and pintle hinges; handmade sliding bolts; clamps; hold fasts; hooks for hanging fans and similar small articles, rungs, frames, etc complete all as specified and directed.
S&F PVC (SWR) vent cowl, 75mm bore complete all as specified and directed.
OTHER THAN COMMON ITEMS FOR JOB 'B'
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose / hard dense soil complete all as specified and directed.
M&L for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
Removing excavated soil to a distance exceeding 250m but not exceeding 500m and depositing where directed. at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L for Cement Concrete 1:2:4 type B2 using 40mm graded stone aggregate as in floors and paving, 100mm thick, laid in panels and finished even & smooth without using extra cement complete all as specified and directed..
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed.
M&L for Cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in posts holes, foundations, filling and mass concrete complete all as specified and directed.
S&F Steel work in tubular/structural trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade St.-240 or steel sections conforming to Fe 410-W (Gde E-250) quality -A complete all as specified and directed.
S&F Mild steel conforming to Fe-290 Gde E-165 in framed brackets of angles or tees with web and flanges cut to shape, drilled and counter sunk for screw, not exceeding 10 KG each bracket complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.5mm thickness, of colour as approved by GE, having tensile strength of 550 Mpa as in roof coverings/cladding to wall, etc, fixed with & including self tapping screws on angle frame complete all as specified and directed. [MAKE: TATA BLUE SCOPE / EVEREST INDUSTRIES/JINDAL]
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.5mm thickness, of colour as approved by GE, having tensile strength of 550 Mpa as in ridges, etc, fixed with & including self tapping screws complete all as specified and directed. [MAKE: TATA BLUE SCOPE / EVEREST INDUSTRIES/JINDAL as approved by GE]
Schedule of credit (calculation will be done off line) Rs.18,685.00
M/S BRIJLAL UPADHYAY
M/s VIKAS TRADERS
RAJPATI CONSTRUCTION
Samaksh Enterprises
M/S Shanti Traders
SHIV SHANKAR MISHRA
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