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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-AOC | ₹6.5 Cr Quoted ₹6.6 Cr | L1 | Accepted-AOC Accepted Being L1 |
| 2 | L2₹8.4 Cr+₹1.8 Cr (27.6%)Rejected-AOC | ₹8.4 Cr+₹1.8 Cr (27.6%) | L2 | Rejected-AOC Not Accepted Being L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Refer Appx P Summary |
| 4 | Rejected-Technical NATIONAL HIGHWAY BYE PASS CROSSING ATHWAJAN SRINAGAR 191101 KASHMIR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 191101 | - | - | Rejected-Technical Refer Appx P Summary |
| 5 | Rejected-Technical | - | - | Rejected-Technical Refer Appx P Summary |
Tender Value
₹8.0 Cr
EMD Value
₹7.2 L
Closing Date
10 Jun 2020, 6:00 pmClosed
CE AF UDHAMPUR
CE AF UDHAMPUR
PROVN OF CERTAIN WORKS SERVICES 18-19 AT AF STATION SRINAGAR (PHASE-I)
2019_MES_277786_1
CEAFU-09/2019-20
Open Tender
Civil Works
Lump-sum
365 days
SRINAGAR
Refer as per NIT and Tender Documents
10 documents required · 10 mandatory
₹3,000
GE AF (P) SRINAGAR
₹7.2 L
Yes
27 Nov 2020
28 Aug 2019
12 Jun 2020
28 Aug 2019
10 Jun 2020
29 Jan 2020
25 Nov 2019 - 28 Nov 2019
Amount
Total amount of Sch 'A' part-I ( Bldg Work)
Total amount of Sch 'A' part-II ( Road, Path , RCC Culvert , Hume Pipe Culverts and Paving)
Total amount of Sch 'A' part-III (Sec-I ) (Hardstanding work)
Sch 'A' Part-III Section-II (Hardstanding ) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
M & L for 100 mm thick DLC (Dry lean concrete) M-15 (design mix) using crushed stone aggregate laid/placed by a mechanical paver and rolled with 8 to 10 tonne double drum smooth wheeled vibratory rollers complete all as specified and directed
M & L Cement concrete work in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using400 kg of cement per cubic metre,and using non-circular synthetic fibres Recron 3S, CT-2424, 12mm length & 10-40 micron dia using full width fully by using fixed form paver in thickness not exceeing 250 mm complete all as specified and directed . Note :- (non circular synthetic fibre Recron '3S' will be measured & paid for separately )
Supply only non - circular triangular synthetic fibre Recron 3S CT 2424 , 12mm in length & 10-40 micron in dia for pavement quality control concrete complete all as specified and directed by Engr in charge.
M & L for forming 25 mm wide expansion joint filled with compressible synthetic filler board HD-100 for complete depth of joint i.e. thickness of slab, provision of closed cell back up rod 30 mm dia and sealed with polyurethane sealent (minimum depth of sealent above back up rod shall be 15mm), complying with BS 5212, BS 4254 and EN 41875-2003, priming the sides min MAF+ 30% with 10 years performance guarantee and applying masking tape on edge of joint to top surface to give neat finish to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and as directed.
Forming dummy joints 1/3 of depth of slab and top 25 mm, 10 mm wide to receive PU and remaining 3 mm wide (using diamond cutter) providing polythene back up rod 10 mm dia and sealed with polyurethane sealent (minimum depth of sealent above back up rod shall be 12mm), complying with BS 5212, BS 4254 and EN 41875-2003, priming the sides min MAF+ 30% with 10 years performance guarantee and applying masking tape on edge of joint to top surface to give neat finish to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and as directed.
M & L for forming construction joint 30 mm deep and 10mm wide (using diamond cutter) provide polythene back up rod 30 mm dia and sealed with polyurethane sealent (minimum depth of sealent above back up rod shall be 15mm), complying with BS 5212, BS 4254 and EN 41875-2003, priming the sides min MAF+ 30% with 10 years performance guarantee and applying masking tape on edge of joint to top surface to give neat finish to sealent and removing the masking tape after sealent is applied by mechanical means as all as specified and as directed.
Polythene film 400 micron thick (transparent colour), virgin quality as per ASTM D 2103/IS 2508 spread and laid over sand layer with minimum 15cm side and ends laps as per IS-2508, complete all as specified and directed (Note:- sand will be measured and paid for separately)
Sch 'A' part-II ( Road, Path , RCC Culvert , Hume Pipe Culverts and Paving) & Sch 'A' Part-III Section-II (Hardstanding ) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Material and labour for 150mm thick WMM in two layer of 75 mm thick each layer (compacted thickness), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
Total amount of Sch 'A' part-IV Section-I (RCC Retaining Wall Works )
Total amount of Sch 'A' part-V (Area Drainage Works )
Total amount of Sch 'A' part-VI ( External Water Supply Works )
Sch 'A' Part-VI Section-II ( External Water Supply Works ) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Supply, laying , jointing & testing Ductile Iron pressure pipes class K-7 with spigot and socket ends centrifugally cast, in any length, conforming to IS: 8329-2000, of nominal dia (DN) 150mm , wth and including Joints complete all as specified and as directed .
Supply, laying , jointing & testing Ductile Iron pressure pipes class K-7 with spigot and socket ends centrifugally cast, in any length, conforming to IS: 8329-2000, of nominal dia (DN) 100mm , wth and including Joints complete all as specified and as directed .
Supply, laying , jointing & testing Ductile Iron pressure pipes class K-7 with spigot and socket ends centrifugally cast, in any length, conforming to IS: 8329-2000, of nominal dia (DN) 80mm , wth and including Joints complete all as specified and as directed .
Supply , fixing & testing Ductile Iron pipe (DI Pipe) fitting conforming to IS:9523-2000 suitable for DI pipes 80 mm to 150 mm complete all as specified and as directed .
Total amount of Sch 'A' part-VII Section-I (External Electrification and Lightning Arrestor works)
Sch 'A' Part-VII Section-II (External Electrification and Lightning Arrestor works ) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Taking out existing HT UG cables of size 3 core 95 sqmm to 120 sqmm after disconnecting existing connections complete all as specified and directed. Note : Excavation and earth work shall be measured and paid for separately under relevant items.
Material and labour for cable route indicators, engraved with type, size and voltage of cable painted, embedded in PCC block (1:2:4) type B-1 of size 150x100mm fixed in ground at 0.5 mtr height above ground level with the 40x 40x5 mm MS angle indicating the route of cable all as specified and directed.
Sch 'A'Part-VII Section-II (External Electrification and Lightning Arrester works ) and Part-VIII Section-II (Internal Electrification) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Earthing complete with copper earth plate electrode 60cmx60cmx 3.15mm burried directly in ground not less than 2.25 metre deep below normal ground level with top edge of earth plate not less than 1.5 metre below normal ground level connected to the copper strip 20x3 mm size up to 7.5 metre by means of bolts ,nuts,check nuts and washers of copper, protected by provision of GI medium grade pipe 20 mm bore including provision of concrete pit in PCC1:2:4 type B-I , using 20 mm graded stone aggregates with 40 mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg /Sqm and 6mm dia bar handle ,excavation and earth work in any type of soil ,charcoal dust and salt, light grade GI watering pipe 20 mm bore with funnel and wire mesh and medium grade GI protection pipe 20 mm bore, complete all as shown in electrical plate No 3 of MES SSR 2009 Part-I all as specified and directed.
Total amount of Sch 'A' part-VIII Section-I (Internal Electrification works)
Sch 'A' Part-VIII Section-II (Internal Electrification works) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
Supply and fixing LED integrated batten T 5 of 20 watt, 4 feet , white , indoor decorative PVC extruded T 5 LED batten integrated type including necessary electric connection complete all as specified and as directed.
Supply and fix LED Street light of 20 Watt LED, IP66 powder coated pressure die cast aluminium compact high power LED street light with heat resistant toughened glass for protection with and including lamp , bracket made out of 32mm dia GI tubing medium grade made to shape 1.5 metre long , MS clamps and back plates fabricated from steel section including nuts, bolts , washers duly painted with synthetic aluminium paint over a coat of primer etc complete all as specified and as directed.
Supply and fix heavy duty exhaust fan (as per BEE recommendation) 380 mm sweep single phase 1400 RPM, 230 volts 50 Hz AC supply plastic body with louvers including cutting chases for fixing fan, connecting electrically using 3 core 0.75sq mm PVC insulated flexible copper conductor cable over all sheathed all as required at site or directed by engr Engr-in-Charge complete all as specified and as directed.
Supply and fix MCB single pole 240 volts 6 - 32 amps, B-curve with rupturing capacity 10 KA, ISI Marked complete all as specified and as directed.
Supply and fix MCB single pole and neutral 240 volts 6 - 32 amps, B-curve with rupturing capacity 10 KA, ISI Marked complete all as specified and as directed.
Total amount of Sch 'A' part-IX (Demolition /Dismantling/ Tree Cutting Works )
Total amount of Sch 'A' part-X( Site Clearance , Excavation and Earth Work)
Total amount of Sch 'A' part-XI ( Schedule of Credit Work) SCHEDULE "A" PART-XI( SCHEDULE OF CREDIT ) Amount of Credit of RS 534919 .00 for retrieved material mentioned in Sch 'A' Part-XI of Tender documents in PDF form which will be deducted offline during acceptance of Tender
M/s Ravinder Kapoor Engineers and Builders
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