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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹17.8 L+₹4.2 L (30.6%)Rejected-Finance | L2 | Rejected-Finance Other than L1 after deducting Sch of Credit for Rs 21100 | |
| 3 | L3₹13.9 L+₹24,305 (1.78%)Rejected-Finance | L3 | Rejected-Finance Other than L1 after deducting Sch of Credit for Rs 21100 | |
| 4 | L4₹14.1 L+₹51,279 (3.76%)Rejected-Finance ALIPURDUAR | ALIPURDUAR | WEST BENGAL | 735204 | L4 | Rejected-Finance Other than L1 after deducting Sch of Credit for Rs 21100 | |
| 5 | L5₹14.3 L+₹66,935 (4.91%)Rejected-Finance R O BHARDA KALAN P O TEH AKHNOOR PIN 181201 DISTT JAMMU J K | JAMMU | JAMMU AND KASHMIR | 181201 | L5 | Rejected-Finance Other than L1 after deducting Sch of Credit for Rs 21100 |
Tender Value
Refer Docs
EMD Value
₹54,000
Closing Date
1 Jul 2021, 6:00 pmClosed
GE North Akhnoor
GE North Akhnoor C/O 56 APO
REPAIR TO FENCING SECURITY WALL STEEL GATE PAINTING TO SECURITY WALL UNDER GE NORTH AKHNOOR
2021_MES_448256_1
GE(N)/AKH-25/2021-22
Open Tender
Civil Works
Item Rate
180 days
Akhnoor
Class D cat a i
8 documents required · 8 mandatory
₹500
Yes
GE North Akhnoor
₹54,000
Yes
31 Jul 2021
3 Jun 2021
3 Jul 2021
3 Jun 2021
1 Jul 2021
17 Jun 2021
Amount
Dismantling of existing Steel/Wooden posts and struts, any sections embedded in concrete/hard core including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge. Notes : - This item shall also include the demolition of foundation concrete/hard core and taking out the posts and struts carefully and removing the same from site.
Mild steel work conforming to Fe 290 Gde E-165 as in posts and struts etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed by Engineer-in-Charge.
All as per item no 2 here-in-above but fixing only.
PCC 1:3:6 type C-1, using 20 mm graded stone aggregate, as in benching and coping, bed plates and similar work etc including necessary form work all as specified and as directed by Engineer-in-charge.
Cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete complete all as specified.
Dismantling/taking down barbed wire from the existing angle iron fencing posts and neatly coiling on rough drums for re-use or removing from the site complete all as directed by Engineer-in-Charge.
Galvanised 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to mild steel fencing posts, any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel nibs, pins complete all as specified and as directed. Note : (i) Each line of barbed wire to be measured seperately. (ii) Measurement of barbed wire during payment shall be as per "Weight by BOO"
All as per Srl item No. 7 here in before but using old wire including restraining, resecuring including making good staples etc. complete all as specified.
Concertina coil 600mm dia / 56 loopse / 2.5 mm core wire, Coil Diameter: 600 mm, Type of Strip: Heavy Galvanised (IS:1703), Type of Core wire: Heavy Galvanised (IS:280-2006), Core wire Diameter: 2.50 mm Dia, Zinc Coating to Strip: Minimum 200 GSM/sqmm, Zine Coating on wire: Minimum 275 GSM/sqmm (IS 6745-1972 reaffirmed 2006), Tensile Strength of wire 1400-1500 N /sqmm, Weight: 6-8 Kg (± 5%), Number of Loops: 56. Blade Length: 22 MM, Barb Profile: Medium Blade (MBBT), Distance Between Barb. 35 mm, Stretchable length 6-8 mtrs, Type of clip: Hardened Steelin Galvanised steel, complete all as specified & directed. Note: Measurement of concertina coil during payment shall be as per "Weight by BOO"
Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth using integral water proofing compound including taking down cement plaster of any description complete all as specified and as directed by Engineer-in-Charge
Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed by Engineer-in-Charge.
Preparation of old plastered or unplastered surfaces of walls and applying one coats of cement base paint complete all as specified and as directed by Engineer-in-Charge.
Preparing new treated surfaces for beam projection etc of any type of projection (plastered or unplastered surfaces) and applying two coat of apex paint all as specified and directed.
Preparing old treated surfaces for beam projection etc of any type of projection (plastered or unplastered surfaces) and applying one coat of apex paint all as specified and directed.
Demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc complete all as specified.
Brick work with Sub Class ‘B’ burnt bricks (Old size bricks) straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete, all as specified.
All as per Srl item No 16 here-in-before but except Bricks.
Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth using integral water proofing compound and two coat of cement base paint over one coat primer complete all as specified and as directed by Engineer-in-Charge. (Note:- WPC shall be measured and paid separately)
Supply of liquid water proofing compound.
Preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of Synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
Preparation of old steel surfaces of any description over 10 cm in width or girth not otherwise described and apply one coats of Synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
Dismantling structural steel work including doors, gates but excluding framed truss etc. Embeded in concrete /hard core incl taking out embeded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.
Mild steel work conforming to Fe 290 Gde E-165 as in Framed work in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-Charge.
S and F Welded steel wire fabric weight not exc. 4.0 kg/sqm complete to wood or steel members all as specified and directed by Engineer-in-Charge.
harish kumar and co
M/s Sekinder Paul Sharma
M/s Shivam Construction Co
M/S JEEVAN LAL SHARMA
M/S KARAN SINGH CONTRACTOR
ASIA ENTERPRISES
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