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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹1.8 Cr+₹1.4 L (0.82%)Rejected-AOC | ₹1.8 Cr+₹1.4 L (0.82%) | L2 | Rejected-AOC Not Lowest |
| 3 | L3₹1.9 Cr+₹18.6 L (10.7%)Rejected-AOC | ₹1.9 Cr+₹18.6 L (10.7%) | L3 | Rejected-AOC Not Lowest |
| 4 | L4₹2.0 Cr+₹29.7 L (17.1%)Rejected-AOC 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹2.0 Cr+₹29.7 L (17.1%) | L4 | Rejected-AOC Not Lowest |
| 5 | L5₹2.1 Cr+₹33.8 L (19.4%)Rejected-AOC 5 KEDAR APARTMENTS 484 60 PARVATI MITRAMANDAL COLONY PARATI PUNE 411 009 | PUNE | PUNE | MAHARASHTRA | 411009 | ₹2.1 Cr+₹33.8 L (19.4%) | L5 | Rejected-AOC Not Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹2.5 L
Closing Date
26 Aug 2021, 6:00 pmClosed
CE R and D Secunderabad
CE R and D Opp Jublee bus station Picket Secunderabad
CONSTRUCTION OF BLAST WALL AROUND BUILDING NOS 118B, 118C AND 118G AT PASHAN, PUNE
2021_MES_461311_1
CAN CERD/PSN/TOKEN/01 OF 2021-2022
Open Tender
Civil Works
Item Rate
365 days
Pune
As per NIT
7 documents required · 7 mandatory
₹1,000
GE R and D Pashan pune
₹2.5 L
Yes
23 Sept 2021
20 Jul 2021
1 Sept 2021
20 Jul 2021
26 Aug 2021
13 Aug 2021
Amount
Excavating over areas not exceeding 1.5metre deep and getting out in soft/ loose soil complete all as specified and directed.
Excavating over areas not exceeding 1.5metre deep and getting out in any type of soil complete all as specified and directed.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5metre in depth; for foundations, cesspits, manholes and sewage lines, etc. or for laying of pipes, or for removal / laying of cables etc., not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil, including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.
M10 grade concrete using 40mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified and directed.
Mild steel TMT bars of grade Fe-500D of bars10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and as directed.
RCC M25 (Design mix) of Ready Mix Concrete using 20mm graded stone aggregate as in foundations, including rafts ,footings ,foundation beams ,plinth beams ,bases for columns etc complete all as specified and directed.
RCC M25 (Design mix) of Ready Mix Concrete using 20mm graded stone aggregate as in walls,retaining walls ,basement walls ,ballast walls and the like ,any thickness ,above top of footings including pilasters and buttresses complete all as specified and directed.
Formwork for rough finished flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; pile caps, grade beams and similar work; vertical or to batter, complete all as specified and directed.
Formwork to rough finished flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed.
Formwork to rough finished edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and directed.
Brick work with fly ash bricks straight or curved on plan exceeding 6metre mean radius built in CM 1:6, complete all as specified and directed.
PCC M-20 Design Mix using 12.5 mm graded stone aggregate as in coping including weathering, slightly rounded or chamfered angles and throating including use and waste of form work complete all as specified and as directed.
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
Returning, filling in, in soils including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed.
Removing surplus excavated material (Soils) to a distance exceeding 50metre and not exceeding 100 metre and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed.
Surface excavation not exceeding 30cm deep and averageging 15cm deep and getting out in hard/dense soil, complete all as specified and directed.
Moorum/ red bajri filling in floors or pavings, laid in layers 100 mm thick, spread, levelled and rammed including watering complete all as specified and directed.
Hardcore 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.
PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
Plain cement concrete of 250 mm thick in pavement / hard standing in M25 grade (Design Mix) of Ready Mix Concrete using 20mm graded stone aggregate including use and wastage of necessary formwork, complete all as specified and directed.
Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A'complete all as specified and directed.
Forming expansion 12 mm thick joint filled with pre- formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' for 150 mm thickness of slab complete all as specified and directed.
300mm bore of RCC pipe class NP-2 laid in trenches and jointed in CM (1:1) with collars complete all as specified and directed.
Taking up /down exising CI pipe of size 150 NB and connections including cleaning complete all as specified and directed.
Taking up /down exising CI pipe of size 100 NB and connections including cleaning complete all as specified and directed.
Taking up /down exising CI pipe of size 80 NB and connections including cleaning complete all as specified and directed.
Dismantling wrought iron or mild steel work of channel ,angle etc of any size complete all as specified and directed.
Dismantling chain link fencing any type complete all as specified and directed.
Dismantling / taking down deluge valve ,butterfly valve ,.strimmer , trim assembly of size 80 NB complete all as specified and directed.
Dismantling / taking down existing cable from fire alarm panel complete all as specified and directed.
Supply, installation,Testing & Comissioning of D-pack AW 80 NB Assembly of make HD Fire protection/ Vintex fire protection/ Universal fire control D pack is pre assembled deluge valve skid package enclosed within a free standing cabinet designed., suitable for HD deluge valve models, cabinet-14 guage steel SS316, SS316L material, RED finish. The front door of enclosure is fully hinged to maximize access to the enclosure. All side of the panel are easily removable for maintenance , comes with down stream, up stream & by-pass butterfly valves. All gauges externally visible through polycarbonaite window, pressure switches, solenoid valves prewired and terminated into a junction box, completely preassembled and tested UL listed moduler package , including brick work with fly ash bricks build in CM 1:4 of of suitable size and plain cement concrete 1:2:4, Type B1 using 20mm graded stone aggregate of suitable size including necessary form work for supporting D-pack unit assembly complete all as specified and directed. The foundation details shall be specified and as per manufacturer's instruction/ requirement.
Supply, installation,testing & Comissioning of Butterfly Valve of size 80 NB, PN 1.6 rating, conforming to IS 13095 of 1991 complete all as specified and directed.
Supply, installation,testing & Comissioning of Strainer Y Type of size 80 NB, PN 1.6 rating, conforming to BIS 6755, Part I with rubber packing,nut bolts complete all as specified and directed.
Supply, lay, testing and commissioning of armoured FRLS copper cable, cross sectional area 1.5sq.mm, two core, 1100 V grade, laid in trenches or fixed on walls complete all as specified and directed.
Supply, laying ,testing & comissioning of M.S. 'C' Class Flanged Pipes 150mm nominal bore conforming to IS - 1239 Part-I of 2004, IS 3589 of 2001 and IS-4923 with necessary fittings and accessories, including painting with two coats of synthetic enamel paint over a coat of primer, laid in trenches, complete all as specified and directed.
Supply, laying ,testing & comissioning of M.S. 'C' Class Flanged Pipes 100mm nominal bore conforming to IS - 1239 Part-I of 2004, IS 3589 of 2001 aand IS-4923 with necessary fittings and accessories, including painting with two coats of synthetic enamel paint over a coat of primer, laid in trenches, complete all as specified and directed.
Supply, laying ,testing & comissioning of M.S. 'C' Class Flanged Pipes 80mm nominal boreconforming to IS - 1239 Part-I of 2004, IS 3589 of 2001 aand IS-4923 with necessary fittings and accessories, including painting with two coats of synthetic enamel paint over a coat of primer, laid in trenches, complete all as specified and directed. Notes for Sl item Nos. 35.00 to 37.00 :- Excavation, returning and filling in, removal of surplus soils shall be measured and paid separately under respective items of this schedule.
Supply and fixing mild steel angle, channels of required size to support pipes and including painting with two coats of synthetic enamel paint over a coat of primer complete all as specified and directed.
Supply and fixing bend ,flange ,syphon and blank flange of mild steel and CI of requred size/ dia/ bore and including necessary fittings and accessories complete all as specified and directed.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5metre in depth; for foundations, cesspits, manholes and sewage lines, etc. or for laying of pipes, or for removal / laying of cables etc., not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5metre in depth; for foundations, cesspits, manholes and sewage lines, etc. or for laying of pipes, or for removal / laying of cables etc., not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft /loose soil including trimming the sides and forming bottom surface to the required level / slope etc., complete all as specified and directed.
Plain cement concrete blocks 1:2:4 type B1 using 20 mm graded aggregate of size 0.4 x 0.4x 1 metre for supporting pipe including necessary form work complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and paving n.exc. 15cm thickness (below or above GL) complete all as specified and directed.
shah construction
KARNI BUILDERS
Prasur Electricals & Engineering Co.
Mehta Construction Co.
Mourya Construction
N. H. Saluji & Associates
SHAILENDRA B TULSANI
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