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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC LOWEST QUOTED BIDDER |
| 2 | L2₹2.7 Cr+₹7.7 L (2.87%)Rejected-Finance | ₹2.7 Cr+₹7.7 L (2.87%) | L2 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER |
| 3 | L3₹2.8 Cr+₹8.6 L (3.21%)Rejected-Finance | ₹2.8 Cr+₹8.6 L (3.21%) | L3 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER |
| 4 | L4₹2.8 Cr+₹12.3 L (4.59%)Rejected-Finance NO 9 6 203 1 G2 DURGA BHAVANI NAGAR CHAMPAPET HYDERABAD 500059 | HYDERABAD | TELANGANA | 500059 | ₹2.8 Cr+₹12.3 L (4.59%) | L4 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER |
| 5 | L5₹2.9 Cr+₹18.5 L (6.93%)Rejected-Finance FLAT NO 03 PANCHAVATI BUILDING ADARSH NAGAR CHICALIM GOA 403711 | SOUTH GOA | GOA | 403711 | ₹2.9 Cr+₹18.5 L (6.93%) | L5 | Rejected-Finance NOT THE LOWEST QUOTED BIDDER |
Tender Value
₹2.9 Cr
EMD Value
₹3.6 L
Closing Date
14 Jun 2024, 6:00 pmClosed
CWE AF SECUNDERABAD
CWE AF SECUNDERABAD
CONSTRUCTION OF SUN SHELTER AT AIR FORCE STATION BEGUMPET UNDER GE AIR FORCE HAKIMPET
2024_MES_652179_1
84762/E8
Open Tender
Civil Works
Lump-sum
270 days
GE AF HAKIMPET
As per NIT
9 documents required · 9 mandatory
₹2,000
GE AF HAKIMPET
₹3.6 L
Yes
19 Jun 2024
3 May 2024
17 Jun 2024
4 May 2024
14 Jun 2024
7 Jun 2024
4 May 2024 - 28 May 2024
Amount
GENERAL SUMMARY NOTE: (i) Schedule ‘A’ Part I to V are prepriced by MES under Ser No. 2 to 5. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. (ii) Schedule 'A' Part -VI is required to be quoted by Bidders.
Lumpsum price worked out by the contractor for “Building and Structures” as listed in Schedule ‘A’ Part–I
Lumpsum price worked out by the contractor for “Excavation and Earth Work for Flooring and External Electrification” (For Schedule 'A' Part -II and Part -IV) as listed in Schedule ‘A’ Part–II
Lumpsum price worked out by the contractor for “Internal Electrification” as listed in Schedule ‘A’ Part–III
Lumpsum price worked out by the contractor for “External Electrification ” as listed in Schedule ‘A’ Part – IV.
Lumpsum price worked out by the contractor for “Lightnig Conductor" as listed in Schedule ‘A’ Part V .
Schedule 'A' Part - VI : - Fittings, Fixtures & Misc items and Flooring for Sun Shelter :- M&L for Cutting Circular Hole Dia of 200 mm of depth 50 mm to 200 in Bitumen / Concrete surfaces and Drilling holes of 25 mm Dia 2 Nos, to a depth of 100 to 150 mm in concrete surfaces, Cleaning the hole & Inserting the Wuerth PE500 (Pure Epoxy), And Fixing 18 mm Dia Carbon Steel Rods of 8.8 Grade with "U" Shape and attaching the Accessory Forged Ring anchorage projecting up to 50 mm to 200 mm to be flush with cut concrete / Bitumen surface and filling with Micro-Concreting to close the extra Hole Moring Ring complete all as specified and as directed.
M&L for Wet mix macadam (WMM) 225 mm thick (compacted thickness) in three layers of 75 mm thick each with coarse granite stone aggregate of specified grade, spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/grade and tendem vibrator of capacity exc 8 tonne and not exc 12 tonne capacity roller complete all as specified and as directed. Note :- (a) The rate quoted shall be for 225 mm thick consolidated thickness in three layers (each layer 75 mm thick compacted thickness). (b) Each layer shall be rolled and consolidated separately. (c) WMM shall be as per MORTH specification as detailed in particular specifications.
M&L for 150 mm thick Dry lean cement concrete (DLC) M-15 with minimum cement content of 240 kg / cum using 25 mm graded stone aggregate or as per design mix spread, rolled and compacted to required gradient and camber complete using necessary mechanical sensor paver and tandem vibratory roller of capacity exc 8 tonne and but n.exc 12 tonne capacity complete all as specified and as directed. Note :- (a) No price adjustment shall be applicable if excess quantity of cement than the minimum is used / approved based on mix design in the execution of work under this item. (b) DLC shall be as per MORTH specification as detailed in particular specification.
M&L for HDPE film (transparent colour) in single layer of 400 micron thickness, virgin quality as per ASTM D2103 / IS 2508 laid over sand layer with side and end overlapping not less than 300 mm complete all as specified and as directed. Note :- (a) Measurement shall be taken for net area and unit rate quoted shall deemed to include for over lapping. (b) Sand layer will be measured and paid separately under revalant item of this schedule.
M&L for 360 mm thick Pavement Quality Concrete (PQC) work in pavement of flexural strength 45 Kg per Sqcm (lower control limit) in field using minimum 400 kg of cement per cubic metre or as per design mix, mixed with and including non circular synthetic polyster fibre reinforcement @ 0.25 % by weight of cement spread and compcated by using slip form paver, thickness of concrete 360mm all as specified. including necessary formwork, bull nosing / rounding of bull edges, finishing by mechanical brooming / belting, curing etc complete all as specified and as directed. Note :- (a) Construction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective items. (b) Deduction shall be made in computing concrete quantity for expansion joints. (c) No price adjustment shall be applicable if excess quantity of cement than the minimum is used / approved based on mix design in the execution of work under this item. (d) Cost of admixtures fibre to maintain as required by design mix is deemed to be included in the rate quoted. (e) Maximum cement content shall be 425 Kg per cum and design mix shall be based on the same.
M&L for forming 25 mm wide expansion joints filled with compressed synthetic filler board, for complete depth of joints, i.e 360 mm, provision of closed cell polythene back up rod 30 mm dia filled with polythene sealant (minimum depth of sealant above polythene rod shall be of 15 mm) complying with BS-5212, BS-4254 and EN-141875-2003 (for hydrolysis / water resistant test), priming the sides, with minimum movement accomodation factor (MAF) + 30% (with 10 years performance guarantee) and applying masking tape on edge of joint to prevent accidental spillage of sealant and removing the masking tape after sealant is applied by mechanical means all as shown on drawing and all as specified and as directed. Note :- (a) The make of filler board shall be of brand "DURA" board HD 100" manufactured by M/s Supreme Industries Ltd or equivalent of makes listed here-in-after. (b) The synthetic filler board shall be premoulded compressible black in colour having minimum density of 100 (+) 10% kg/cum, water absorption less than 0.069 kg/sqm and compression recovery of 93% (c)The make of polythene rod shall be of brand "DURA Rods" manufactured by M/s Supreme Industries Ltd or equivalent of make listed here-in-after (d) The polythene rod shall be of desired diameter having minimum density of 22kg/cum and compression strength of 0.40 kg/sqm, 25% greater than the joints width, of white colour. (e) Primer to be used before filling sealant (f) Edges shall be bevelled and joints cut within 24 hours using diamond bit cutter of Bosch or equivalent used for cutting green concrete. (g) The exposed vertical faces of slab shall be applied with one coat of white wash..
M&L for forming construction joints 24 mm deep and 8 mm wide (using diamond cutter), providing polythene backup rod 10mm dia and sealed with poluurethane sealant (minimum depth of sealant above polythene rod shall be of 10mm) complying with BS-5212, BS-4254 and EN-41875-2003 (For hydrolysis / water resistant test), priming the sides, minimum movement accomodation factor (MAF) + 30% with 10 years perforance guarantee) and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to the sealant and removing the masking tape after sealant is applied by mechanical means all as shown on drawing and all as specified and as directed. Note :- (a) The make of polythene rod shall be of brand "DURA" rods manufactured by M/s Supreme Industries Ltd or equivalent of makes listed here-in-after. (b) The polythene rod shall be of desired diametre having minimum density of 22 kg per cum and compression strength of 0.40 kg per sqm, 25% greater than the joints width, of white colour. (c) Primer to be used before filling sealant (d) Edges shall be bevelled and joints cut within 24 hours using diamond bit cutter of Bosch or equivalent as approved by GE to be used for cutting green concrete.
M&L for forming contraction (Dummy) joints, cutting 100mm deep with 3mm width as initial cutting and secondary cutting of 25mm deep from the top and 8mm wide using diamond cutter to accomodate polythene backup rod 10mm dia and sealed with polythene sealant (minimum depth of sealant above polythene rod shall be of 15mm) complying with BS-5212, BS-4254 and EN-41875-2003 (For hydrolysis / water resistant test), priming the sides, minimum movement accomodation factor (MAF) + 30% with 10 years perforance guarantee) and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to the sealant and removing the masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and as directed. Note :- (a) The make of polythene rod shall be of brand "DURA Rods" manufactured by M/s Supreme Industries Ltd or equivalent of makes listed here-in-after. (b) The polythene rod shall be of desired diameter having minimum density of 22kg per cum and compression strength of 0.40 kg per sqm, 25% greater than the joints width, of white colour. (c) Primer to be used before filling sealant (d) Edges shall be bevelled and joints cut within 24 hours using diamond bit cutter of Bosch or equivalent used for cutting green concrete.
M&L for painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10 cm wide with acqua based road marking paint, two coats, white or golden yellow complete all as specified and as directed.
M&L for 10 mm thick Polyurethane (PU) floor coating as per the manufacture instructions and as specified in particular specifications complete all as specified and as directed.
INTERNAL ELECTRIFICATION S & F MCB FP 415 volts 63 Amps four pole 'C' curve with 10 KA breaking capacity complete all as specified and as directed.
S & F MCB SPN 415 volts 63 Amps with 'C' curve 10 KA breaking capacity complete all as specified and as directed.
S & F of MCB SP 230 volts 5- 32 Amps 'C' curve with 10 KA breaking capacity complete all as specified and as directed.
Supply and Fixed High Efficiency Round High Way in PDC Housing Suitable for industrial application .The Luminaire has efficacy of 110Lm/W PROTECTION OF IP 66 complete all as specified and as directed. Make :- Cromption Cat Part No LHB 11 -150-CDL/60-M or equivalent as approved .
Supply, Installation, Testing and Commissioning of Integral LED Focus light luminarie 150 Watt LED streetlight made up of pressure die cast aluminium housing with integrated polycarbonate lens, high powerCeramic LEDs with IP66 protection. 10KV SPD included.Efficiancy : 110LM/W Heat resistant toughened glass is provided with die cast aluminium frame provided with a mounting bracket for aiming adjustment and power factor 0.90 complete all as specified and as directed . Make :- Crompton Greaves - PLUTO NEO Cat part No. LFLN-150-CDL / 60-M or equivalent as approved make.
Supply and fix Air Circulator fan 230 volts single phase oscillating 600 mm sweep suitable for wall mounting complete all as specified and as directed.
EXTERNAL ELECTRIFICATION M&L for Road cutting / hard standing for taking up of LT UG cable upto a depth of 15 cm after taking up of cable, well ramming to the excavated soil and repair the excavated portion of road / hard standing as existing or by providing suitable mixture of PCC complete all as specified and as directed.
Supply and fix LED street light 35 / 36 W IP 65 including GI brackets suitable for mounting street lights complete all as specified and as directed.
Supply and fixing factory made loop in loop out box (junction box) of Phase 4 wire system with suitable size made of CRCA sheet comprising MCB SP 6 Amps - 01 No, Insulators, Bus Bar complete all as specified and as directed.
Supply and fix 3.0 core 1.5 sqmm PVC insulated PVC sheathed weather proof multistranded copper conductor cable 1100 volts grade drawn through in GI conduit, pole etc from junction box to street light fitting complete all as specified and as directed.
M/S DIVIJA BUILDERS
m. surender singh
M/S GDR CONSTRUCTIONS
M/s. P S REDDY
M/s Amit Associates
A SOMA RAJU
STANDARD AGENCIES
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