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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.4 LAccepted-AOC | 1 | Accepted-AOC LOWEST BIDDER | |
| 2 | 2₹27.1 L+₹11,982 (0.44%)Rejected-Finance | 2 | Rejected-Finance NOT LOWEST | |
| 3 | 3₹27.8 L+₹87,660 (3.25%)Rejected-Finance | 3 | Rejected-Finance NOT LOWEST | |
| 4 | 4₹28.8 L+₹1.9 L (6.89%)Rejected-Finance | 4 | Rejected-Finance NOT LOWEST | |
| 5 | 5₹30.3 L+₹3.4 L (12.6%)Rejected-Finance | 5 | Rejected-Finance NOT LOWEST |
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
23 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) PALAM
GE (AF) PALAM DELHI CANTT-10
REPAIR/ MAINT OF DISPERSAL SLAB, NON-LOAD BEARING AREA AND CERTAIN MISC WORKS AT AIRFIELD SITE IN TECH AREA AF STN PALAM UNDER GE (AF) PALAM DELHI CANTT-10
2024_MES_661075_2
8024/A/T-24/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) PALAM DELHI CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) PALAM
₹64,000
Yes
21 Dec 2024
25 Sept 2024
30 Oct 2024
25 Sept 2024
23 Oct 2024
9 Oct 2024
Amount
M&L for complete removal and cleaning of Expansion joints of width 25 to 30 mm & depth 50 mm by cutting and using mechanical equipment to remove loose dust, dirt or grease & repair to joints by applying suitable primer, inserting the backup rod of dia 30 mm, fixing masking tape of neoprine & sealing the joint with Polyurethane sealent to match with the existing colour and surface to give neat finish properly to obtain an even and smooth surface complete including removal of unserviceable materials from site to outside MoD land complete all as specified and as directed.
M&L for providing and laying self leveling elasto-meric concrete in any depth and any width as required for repair to cracks, corner spawling, pot holes, damaged edges of construction/dummy/expansion joints of cement concrete pavement/ slabs of Runway/ Taxi-track as required and finishing by means of trowels and flats alongwith application of a coat of special primer for elastomeric concrete after preparation of surface by removal of all loose material by disc cutter or by chiselling and cleaning by using air blower including all consumable materials, tools, labour etc including removal of all the spoils/ loose materials from site to outside MoD land complete all as specified and directed by Engr-in-Charge.
M&L in repair for preparation of existing concrete surfaces and applying 5 mm thick epoxy polyurethane system including cleaning of surface from dust, dirt, moisture & all foreign materials from the floor. All floors to be cleared by means of scrubber, Acid itching shall be done to the floor followed by alkaline wash & then the surface shall be cleaned by potable water . After that the floor shall be cleaned by using solvent/degrease cleaner to remove residues for floor cleaning all mechanized equipment shall be used like scrubber, sanders, hot blowers, vaccum cleaners, moisture test machine complete all as specified. Note:- Screed, Primer and top coat shall be measured and paid seperately under respective items of BOQ.
M&L for epoxy based self leveling screed having a minimum thickness of 3800 microns. The self leveling screed shall consist of a low viscous epoxy-amine cured system and graded aggregates. The epoxy system shall have a volumetric ratio of mixing of resin in (2:1) ratio. The aggregates shall be added in the ratio of (1:3) or (1:3:5). The screed shall have compressive strength of minimum 70 N/Sqmm. The layer shall be desecrated by spike roller to dislodge air pockets.
M&L for applying primer of two component, solvent-free, epoxy-polymido amine system having a volumetric ratio of mixing of 2:1. Mixing resin and hardener by weight shall not be allowed. The primer shall be applied @ coverage of 5 Sqm per litre, yielding a DFT of 200 microns complete all as specified and as directed.
M&L in repair for applying EPU based self levelling top coat. The top coat shall be of EPU type where urethane linkages are infused in to epoxy matrix, so as to enhance wear resistance, flexibility and impact resistance. EPU top coat shall have a columetric ratio of mixing of (2:1). No filler or aggregates are added in the topcoat at the site, as the addition of fillers will reduce the flexibility. It should yield a thickness of 1000 microns. The volumetric mixing ratio will be (2:1). The compressive strength of the top coat shall be in the range of 60-70 MPa, Tensile strength will be 15-20 MPa, Elongation in the range of 45-50% and flexural strength in the range of 40-50 MPa. Top coat wear resistance (weight loss)/ Abraission Resistance<37 mg.
M&L for adequate number of coats painting lines, dashes, letters etc on road, pavements and the like exceeding 10cm wide with road marking paint white / yellow/ black / red / orange or any colour required at site complete all as specified and as directed.
S&F /tightening in repair ultra thin nylon netting of mesh size 25mm x 25mm, adequate tensile strength fixed with residual hooks to facilitate painting fixed to structural members of hanger ceiling to provide complete bird proofing inside hanger including PVC made to shape bird landing arrester 120mm height complete all as specified and as directed.
Demolition of brick work or stone/boulder masonry built in cement or cement lime mortar including all quions, archers etc and removing the debris from site to outside MoD land complete all as specified and as directed.
M&L for brick work with sub class 'B' bricks, straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed.
Taking down cement plaster on brick or concrete wall surfaces etc including raking out joints, hacking for keys, scrubbing down with water etc and removing the debris from site to outsite MoD land complete all as specified and as directed.
M&L for 15 mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces including finishing surface even and fair without using extra cement on wall complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls and applying two coats of white wash including necessary scaffolding etc complete all as specified.
M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in channel and drain surface finished even and smooth without using extra cement complete all as specified and as directed.
M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in copings, benching including use of necessary formwork etc including demolition of existing concrete and removing the debris from site to outsite MoD land complete all as specified and as directed.
De-silting including cleaning of grass, vegetation growth etc including area drainage of any description from drain of size n exc 1 mtr width at top and depth not exc 0.50 mtr including removal of debris from site to outside MoD land complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not oterwise provided for complete all as specified and as directed.
S&F for mild steel framed work such as grill, gratings, etc with ends of bars shouldered and /or riveted, or forged into spikes, framed guard bars barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to Fe-290, Gde E-165 complete including two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer including preparation of surfaces as specified.
M&L for preparation of new or previously untreated surfaces of steel of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
M&L for PQC/RCC core cutting of 152mm dia and depth upto 200mm for Mooring points and providing 20mm mild steel U-shape bar including installation, drilling, grouting/filling with use of material RE-500V4 HILTI including tool use with core cutting drill 25mm and 16mm machine to be use for the cutting of PQC/RCC to furnish the cutting pieces, dismantling with HILTI Machine and removing excavated material from the site to outside MoD land complete all as specified and as directed.
DEV TRADERS (BID ID -3139980)
Shiv Shankar Nirman Co. (BID ID -3140823)
SHEELSONS ENTERPRISES (BID ID -3141228)
High Tech Metal India (BID ID -3136812)
Bidder Name
M/S Parshant Associates
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