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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAccepted-AOC KOTHI NO 901 2ND FLOOR PHASE 3B 2 SAS NAGAR MOHALI PB 160059 | MOHALI | SAS NAGAR | PUNJAB | 160059 | L1 | Accepted-AOC L1 | |
| 2 | L2₹44.6 L+₹4.3 L (10.8%)Rejected-Finance 0 AS ENTERPRISES DAYALACHACK HIRANAGAR KATHUA JAMMU KASHMIR 184144 | KATHUA | JAMMU AND KASHMIR | 184144 | L2 | Rejected-Finance Being not lowest tenderer | |
| 3 | L3₹49.8 L+₹9.5 L (23.7%)Rejected-Finance 96 SECTOR 16 A CHANDIGARH 160015 | CHANDIGARH | CHANDIGARH | 160015 | L3 | Rejected-Finance Being not lowest tenderer |
| Sl No | Description | Qty | Unit | M/s VARINDER PAL SINGH AND CO L1 | Anil Kumar Gupta L3 | AS Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (PQC) slab of any description (unreinforced) in ground floors and paving n.exc 30 cm thickness ( below or above ground level) as in dispersal runway/taxi track without disturbing the adjacent side slabs by cutting with mechanically operated diamond cutter or any other source and removing the rubbish outside defence land complete all as specified and directed by Engr-in-Charge. | 165 | Cum | 600 ₹99,000 Lowest | 800 ₹1,32,000 | 1,000 ₹1,65,000 |
| 2.00 | M & L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed complete all as specified and directed. | 5.5 | Cum | 600 ₹3,300 Lowest | 750 ₹4,125 | 1,000 ₹5,500 |
| 3.00 | S & F 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free with puncture having minimum weight 390 gm Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. | 2,246 | Sqm | 50 ₹1,12,300 | 40 ₹89,840 Lowest | 50 ₹1,12,300 |
| 4.00 | M&L for ready mixed concrete (RMC) for pavement quality concrete (PQC) of minimun 28 days field flexural strength of 45Kg/Sqcm or 4.5 Mpa, aggregat gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong , dense, non-porous and durable pieces of crushed stone or grabel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360kg/cum of cement with non -circular virgin synthetic fibre of 12-18mm lenngth, specific, gravity 1.34 to 1.39, UV stable , alkali resistant, with equivalent dia 15 - 40micron, minimum meelting temperature as 240° C and minium tensile strength of 300Mpa and at the rate as specified by the manufacture. PQC laid , spread and compacted with slip-form paver of minimum 7.5m width, including curing and tining by texturing cum curing machine complete all as specified and directed.Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC : 15-2017 and removing the rubbish outside defence land complete all as specified and directed. | 165 | Cum | 7,750 ₹12,78,750 Lowest | 8,000 ₹13,20,000 | 8,000 ₹13,20,000 |
| 5.00 | M&L forming 10mm wide x 27mm deep construction joints (using diamond cutter) and filling with polyurethane joint sealant compound using mechanical means to a minimum depth of 15mm (depth minimum above the back up rod) and minimum Movement accommodation Factor (MAF) + or -30% conforming to the requriement of BS 5212 and EN 141876 1003 for Hydrolysis/Water resistance test including two coats of primer and providing 12mm dia approved quality closed cell polythene back up rod applying masking taps on edge of joints to prevent residential slippage of sealant and removing the masking tape after sealant is applied as required complete all as per manufacturer recommendation specified and directed by Engr-in-Charge. | 60 | 10 RM | 1,150 ₹69,000 | 1,200 ₹72,000 | 1,100 ₹66,000 Lowest |
| 6.00 | M&L forming 8mm wide x 80mm deep dummy joints (using diamond cutter) and filling with polyurethane joint sealant compound using mechanical means to a minimum depth of 15mm (depth minimum above the back up rod) and minimum Movement accommodation Factor (MAF) + or -30% conforming to the requriement of BS 5212 and EN 141876 1003 for Hydrolysis/Water resistance test including two coats of primer and providing 10mm dia approved quality closed cell polythene back up rod incl fillar board(53mm) applying masking taps on edge of joints to prevent residential slippage of sealant and removing the masking tape after sealant is applied as required complete all as per manufacturer recommendation specified and directed by Engr-in-Charge.. | 40 | 10 RM | 1,150 ₹46,000 | 1,300 ₹52,000 | 1,000 ₹40,000 Lowest |
| 7.00 | M&L for chipping/cutting of cracked/broken cement concrete, damage edges between two adjacent slabs and pot holes of taxi/runway/dispersal by cutting (square/rectangular shape) of any depth with daimond cutter or chisel, cleaning surfaces and removing of loose material & dust by blowers and disposing off rubbish outside MoD land and applying one tack coat of primer of epoxy and filling the pits/holes/joints with epoxy morter at an interval of 30 to 45 minutes incl necessary form work consisting of the following ratio/compostion complete all as specified or as per manufectures instructions
(a) Epoxy resin primer:-
(i) Epoxy resin(Araldite) Gy-250 :100 Part each by weight
(ii) Aradur 140 :50 Part each by weight
(b) Epoxy mortar:-
(i) Epoxy resin(Araldite) Gy-250 :100 Part each by weight
(ii) Aradur 140 :50 Part each by weight
(iii) Silica sand M-12 grade :600 part each by weight
(Make:STP/FOSCROC/TIKKITAR/PIDILITE)
Note : During repair the disturbed joints of slab shall be made good to full depth as required with sealing compound grade 'B' ISI marked without any extra cost and the cost of same shall be deemed to be included in quoted rates of this item.contactor shall provide work in prog.board and follow thw rules of airfield. | 300 | 1000 cu-cm | 250 ₹75,000 Lowest | 2,200 ₹6,60,000 | 300 ₹90,000 |
| 8.00 | Raking out existing sealing compound from expansion, construction & dummy joints of width 20 to 35mm in concrete and in any existing depth by mechanical means, preparing and cleaning of sides, bottom and edges of adjoining slabs with solvent soaked cloth to remove sticked old sealing compound completely, cleaning the surface of the joints with wire brushes and finally removing and cleaning dust etc with compressed air to make it free from all foreign particles, filling with polyurethane joint sealing compound using mechanical means to a minimum depth of 10mm above the (backup rod) including one coat of primer and providing approved quality closed cell polythene backup/backup sheet of required size & shape over bituminous joint filler board in position applying masking tape on edges to prevent accidental slippage off solvent on top surface and to give a neat finish to sealant and removing the masking tape after sealant is applied as required complete all as per manufacture instructions including removal of loose & foreign materials out side MoD land complete all as specified and directed by Engr-in-Charge.
Note : Where ever depth of joints exceeds 25mm (PU and back up rod), the additional depth shall be filled with preformed bituminous filler board without any extra cost | 400 | 10 RM | 1,100 ₹4,40,000 Lowest | 1,400 ₹5,60,000 | 1,200 ₹4,80,000 |
| 9.00 | All as per item No 8 here-in-before but 35 to 50mm, complete all as specified and directed by Engr-in-Charge. | 300 | 10 RM | 1,200 ₹3,60,000 Lowest | 1,600 ₹4,80,000 | 1,500 ₹4,50,000 |
| 10.00 | M & L for painting lines dashes, arrows, letters,circle etc on roads pavement/Taxi track/Runway by applying two coats of water thineable/watre(aqua) emelsion base /oil (alkyd) base paint/matt finished paint white/black/yellow/orange are any other coloures with 10cm/15 cm wide strips on bitumenous road /taxi track/runway surface by using mechanical pavment marking by machine line lazar IV-3900/IV- 5900 of M/S graco or equivalent approved incl. complete scaraping of old treatment existing paint layer and complete removal of dust partical by brushes or sweeping with brooms complete all as specified and directed by Engr-in-Charge.
Note : Colour should be approved by GE. | 800 | Sqm | 70 ₹56,000 Lowest | 90 ₹72,000 | 100 ₹80,000 |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
18 Jul 2025, 6:00 pmClosed
CWE AF TUGHLAKABAD
HQ CWE AF TUGHLAKABAD AF STATION, TUGHLAKABAD PO SANGAM VIHAR NEWDELHI-110080
REPAIRS TO TARMAC/TAXI TRACK, JOINTS FILLINGS, RCC COVER SLABS, PAINTING OF DISPERSAL DRAIN REPAIR AT AF STN CHANDIGARH UNDER GE (AF) MC CHANDIGARH
2025_MES_715973_1
CWE/TKD/CHD/TOKEN-36 OF 2025-26
Open Tender
Civil Works
Item Rate
270 days
GE (AF) MC CHANDIGARH
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹0
₹1.1 L
17 Sept 2025
20 Jun 2025
21 Jul 2025
20 Jun 2025
18 Jul 2025
4 Jul 2025
Amount
Demolition of cement concrete (PQC) slab of any description (unreinforced) in ground floors and paving n.exc 30 cm thickness ( below or above ground level) as in dispersal runway/taxi track without disturbing the adjacent side slabs by cutting with mechanically operated diamond cutter or any other source and removing the rubbish outside defence land complete all as specified and directed by Engr-in-Charge.
M & L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed complete all as specified and directed.
S & F 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free with puncture having minimum weight 390 gm Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
M&L for ready mixed concrete (RMC) for pavement quality concrete (PQC) of minimun 28 days field flexural strength of 45Kg/Sqcm or 4.5 Mpa, aggregat gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong , dense, non-porous and durable pieces of crushed stone or grabel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360kg/cum of cement with non -circular virgin synthetic fibre of 12-18mm lenngth, specific, gravity 1.34 to 1.39, UV stable , alkali resistant, with equivalent dia 15 - 40micron, minimum meelting temperature as 240° C and minium tensile strength of 300Mpa and at the rate as specified by the manufacture. PQC laid , spread and compacted with slip-form paver of minimum 7.5m width, including curing and tining by texturing cum curing machine complete all as specified and directed.Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC : 15-2017 and removing the rubbish outside defence land complete all as specified and directed.
M&L forming 10mm wide x 27mm deep construction joints (using diamond cutter) and filling with polyurethane joint sealant compound using mechanical means to a minimum depth of 15mm (depth minimum above the back up rod) and minimum Movement accommodation Factor (MAF) + or -30% conforming to the requriement of BS 5212 and EN 141876 1003 for Hydrolysis/Water resistance test including two coats of primer and providing 12mm dia approved quality closed cell polythene back up rod applying masking taps on edge of joints to prevent residential slippage of sealant and removing the masking tape after sealant is applied as required complete all as per manufacturer recommendation specified and directed by Engr-in-Charge.
M&L forming 8mm wide x 80mm deep dummy joints (using diamond cutter) and filling with polyurethane joint sealant compound using mechanical means to a minimum depth of 15mm (depth minimum above the back up rod) and minimum Movement accommodation Factor (MAF) + or -30% conforming to the requriement of BS 5212 and EN 141876 1003 for Hydrolysis/Water resistance test including two coats of primer and providing 10mm dia approved quality closed cell polythene back up rod incl fillar board(53mm) applying masking taps on edge of joints to prevent residential slippage of sealant and removing the masking tape after sealant is applied as required complete all as per manufacturer recommendation specified and directed by Engr-in-Charge..
M&L for chipping/cutting of cracked/broken cement concrete, damage edges between two adjacent slabs and pot holes of taxi/runway/dispersal by cutting (square/rectangular shape) of any depth with daimond cutter or chisel, cleaning surfaces and removing of loose material & dust by blowers and disposing off rubbish outside MoD land and applying one tack coat of primer of epoxy and filling the pits/holes/joints with epoxy morter at an interval of 30 to 45 minutes incl necessary form work consisting of the following ratio/compostion complete all as specified or as per manufectures instructions (a) Epoxy resin primer:- (i) Epoxy resin(Araldite) Gy-250 :100 Part each by weight (ii) Aradur 140 :50 Part each by weight (b) Epoxy mortar:- (i) Epoxy resin(Araldite) Gy-250 :100 Part each by weight (ii) Aradur 140 :50 Part each by weight (iii) Silica sand M-12 grade :600 part each by weight (Make:STP/FOSCROC/TIKKITAR/PIDILITE) Note : During repair the disturbed joints of slab shall be made good to full depth as required with sealing compound grade 'B' ISI marked without any extra cost and the cost of same shall be deemed to be included in quoted rates of this item.contactor shall provide work in prog.board and follow thw rules of airfield.
Raking out existing sealing compound from expansion, construction & dummy joints of width 20 to 35mm in concrete and in any existing depth by mechanical means, preparing and cleaning of sides, bottom and edges of adjoining slabs with solvent soaked cloth to remove sticked old sealing compound completely, cleaning the surface of the joints with wire brushes and finally removing and cleaning dust etc with compressed air to make it free from all foreign particles, filling with polyurethane joint sealing compound using mechanical means to a minimum depth of 10mm above the (backup rod) including one coat of primer and providing approved quality closed cell polythene backup/backup sheet of required size & shape over bituminous joint filler board in position applying masking tape on edges to prevent accidental slippage off solvent on top surface and to give a neat finish to sealant and removing the masking tape after sealant is applied as required complete all as per manufacture instructions including removal of loose & foreign materials out side MoD land complete all as specified and directed by Engr-in-Charge. Note : Where ever depth of joints exceeds 25mm (PU and back up rod), the additional depth shall be filled with preformed bituminous filler board without any extra cost
All as per item No 8 here-in-before but 35 to 50mm, complete all as specified and directed by Engr-in-Charge.
M & L for painting lines dashes, arrows, letters,circle etc on roads pavement/Taxi track/Runway by applying two coats of water thineable/watre(aqua) emelsion base /oil (alkyd) base paint/matt finished paint white/black/yellow/orange are any other coloures with 10cm/15 cm wide strips on bitumenous road /taxi track/runway surface by using mechanical pavment marking by machine line lazar IV-3900/IV- 5900 of M/S graco or equivalent approved incl. complete scaraping of old treatment existing paint layer and complete removal of dust partical by brushes or sweeping with brooms complete all as specified and directed by Engr-in-Charge. Note : Colour should be approved by GE.
Demolition of brick work built in cement mortar or cement lime mortar including all quoins arches, pillars etc but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed.
M & L for brick work subclass "B" bricks straight or curved on plan exc 6m mean radius built in cement mortar 1: 4, complete all as specified and directed.
All as per Item No 12 here-in- before but except bricks complete all as specified and directed.
M & L for flush pointing to brick laid flat or side in CM (1:4) as in drain/ channel complete all as specified and directed.
Excavation over area n.exc 1.5m deep and getting out in any type of soil complete all as specfied and directed.
Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed.
Material and labour for RCC (design Mix) M -25 (using 20mm graded aggregates), foundation, including rafts, footing, drain, foundation beams, plinth beams, base for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specfied and directed.
S & F TMT bars 10mm dia and over , cut to length bent to shape required including crankig bending spirally for hoping for columns hooking ends and bingings with and including mild steel wire (annealed ) not less than 0.9mm dia or securing with clips quality complete all as specified and directed.
M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter complete all as specified and directed.
M & L for cement concrete (1:2:4) type B-1, using 20mm graded mechanically crushed stone aggregate as in bed block benching, kerb, mud stop, rounded or chamferrred on edges, coping on edging of drain etc incluidng necessary form work where required complete all as specified and directed.
M & L for precast RCC (1:2:4) type B1 (using 20mmgraded stone aggregate set in cement mortar (1:4) as in cover slabs placed in position complete incuidng necessary form work and demolition of cement concrete (reinforced) of any description and in any position not otherwise specified provided for and removing the demolished material out side defence land complete all as specified and directed.
M&L for heavy duty, exterior grade tile (Durastone of Somany/Endura of Jhonson ,orient bell as approved by GE) of any size 10mm thick, as in floor (in trades, landing etc ), set, jointed and pointed in neat cement slurry with white cement and pigment laid over and including screed bed or bedding layer of 15 mm thick in cement mortar (1:6) incl dismantling / demolition and rubbish off the primises etc complete all as specified and directed.
M & L for Plain cement concrete 1:2:4 type B-2, 100 mm thick (20 mm graded stone agg ) finishing cement concret surface even and smooth without using extra cement including necessary form work complete all as specified and as directed.
Dismantling and refixing Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size, polished 80mm thickness M-40 grade, laid over complete all as specified and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M & L for excavation/desludging /desilting as in liquid /dry foul conditions of any depth and cross section width 0.50m to 1.50m getting out from existing drain and cleaning the shrubs.grass from side of drain including reoving esisting RCC cover slabe of any size and thickness and resetting in hte same position and removing the sludge out the defecnce land in covered container complete all as specified and directed.
M & L for clean the shrubs and grass of aprons and and removing the sludge out the defecnce land in covered container complete all as specified and directed.
M & L for repairing pot holes/patches/edges etc in existing cement concrete pavement by cutting out dameged portion around the pot holes/edges with mechanical equipment in to regular shape,removing the loose materials to a distance exc 500 m but not exc 1000m and cleaning the cut out portion with compressed air to remove all foreign materials like dust,dirt,loose aggregate etc,priming the pot holes /patches with spl primer reccomended by the manufacturer and filling with modified elastomeric concrete in propper levelling and shape to flush with the existing slab and joints incl. necessary form work complete all as specified and directed. Make:STP/FOSCROC/TIKKITAR/PIDILITE Note : The contactor shall provide work in prog.board and follow thw rules of airfield
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in loose/soft soil.
Removing excavated material soils, not exc 50m and depositing where directed at level not exc 1.5m above the starting point complete all as specified and directed.
M & L for aromatic PU coating over primer , with PU marking paint approved as per manufacture's instructions/spections as in line, dashes, arrows, letters, width or girth exceeding 10cm, marking in yellow/white/red/orange colour as approved by GE complete all as specified and as directed. NOTE :-The entire work/ application shall be done through manufacturer
M&L for 6mm thick Epoxy PU flooring complete all as specified and directed and as per manufacturer's instruction consisting of following steps/Stages. (i) Removing the existing PU flooring and cleaning of surface free from dust, dirt, moisture & foreign material from the floor by grinding and scrubbing. (ii) M & L for Epoxy polyurethane floor coating consisting of 200 micron thick priming coat, 3800 microns screed coat and 2000 micron thick top coa including necessary preparation of the existing surface all as per the maufacturer's instructions complete all as specified and as directed . (iii) forming joints 8mm to 40mm average width and 20mm average deep with closed cell poyethylene backup rod of required dia more than width of joint and top 12mm depth primed and sealed with polyurethane based sealing compound including applying masking tape on edges of joints to prevent accidental spillage of sealant and removing the masking tape by mechanical means after application of sealant including cutting out the exiting joints up to the required width /depth using diamond cutter , removing the debris and other foreign materials to a distance exceedig 1.5KM and not exceeding 5.0KM and deposting where directed and cleaninf the sides and bottom of joints by using compressed air complete all as specifiedand as directed . NOTE :- (THE entire work/ application shall be done through manufacturer)
Schedule of Credit
AS Enterprises (BID ID -3363131)
Anil Kumar Gupta (BID ID -3354763)
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