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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC | L1 | Accepted-AOC Bidder is L1 | |
| 2 | L2₹25.8 L+₹9,965 (0.39%)Rejected-AOC | L2 | Rejected-AOC Bidder is L2 | |
| 3 | L3₹26.9 L+₹1.2 L (4.55%)Rejected-AOC | L3 | Rejected-AOC Bidder is L3 |
| Sl No | Description | Qty | Unit | SONA BUILDERS L1 | DUGGAL CONSTRUCTION CO L3 | AAY KAY Constructions L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc but including ashlar facings dressed stone work and pre cast concrete articles complete all as specified and directed by the Engineer-in-Charge. | 18 | Cum | 50 ₹900 Lowest | 50 ₹900 Lowest | 90 ₹1,620 |
| 2.00 | Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick above or below ground level. | 70 | Cum | 50 ₹3,500 Lowest | 50 ₹3,500 Lowest | 100 ₹7,000 |
| 3.00 | M&L for brick work built in cement mortar (1: 6) with sub class ‘B’ bricks, straight or curved on plan, exc 6 m mean radius, using old size bricks complete all as specified and as directed by the Engineer-in-Charge. | 16 | Cum | 2,000 ₹32,000 Lowest | 3,300 ₹52,800 | 2,350 ₹37,600 |
| 4.00 | All as per description of serial item No. 3 above but except Brick. | 2 | Cum | 1,800 ₹3,600 | 1,000 ₹2,000 Lowest | 1,000 ₹2,000 Lowest |
| 5.00 | M&L for brick work with sub class 'B' bricks laid flat bedded and jointed in CM (1:6) and pointed in CM (1:3) complete all as specified and directed by the Engineer-in-Charge. | 100 | Sqm | 90 ₹9,000 Lowest | 100 ₹10,000 | 175 ₹17,500 |
| 6.00 | All as per description of serial item No. 5 above but laid on edges. | 100 | Sqm | 100 ₹10,000 Lowest | 100 ₹10,000 Lowest | 185 ₹18,500 |
| 7.00 | Taking down cement plaster of any description on brick or stone wall as in boundary wall etc, including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified & directed by the Engineer in Charge. | 350 | Sqm | 10 ₹3,500 | 10 ₹3,500 | 8 ₹2,800 Lowest |
| 8.00 | M&L for rendering 15 mm thick cement plaster in cement mortar (1:4) on fair faces of brick/concrete surfaces, finished the surfaces even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. | 175 | Sqm | 135 ₹23,625 Lowest | 140 ₹24,500 | 135 ₹23,625 Lowest |
| 9.00 | M&L for rendering 15 mm thick cement plaster in cement mortar (1:4) on other than fair faces of brick surfaces, finished the surfaces even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. | 175 | Sqm | 138 ₹24,150 Lowest | 140 ₹24,500 | 140 ₹24,500 |
| 10.00 | M&L for preparation of new surfaces of walls including cornices, pilasters etc (Plastered or un plastered surfaces) and applying two of coats of cement base paint over a coat of alkali primer, complete, all as specified & directed by the Engineer in Charge. | 350 | Sqm | 20 ₹7,000 Lowest | 20 ₹7,000 Lowest | 35 ₹12,250 |
Tender Value
₹33.0 L
EMD Value
₹65,920
Closing Date
8 Jul 2025, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE Jalandhar Cantt PIN 144005
Certain repairs to fencing gates boundary wall traverse wall hard standing drains path and connected miscellaneous works at Mil Stn Suranussi
2025_MES_707932_1
8325/05/E8
Open Tender
Civil Works
Item Rate
180 days
HQ CWE Jalandhar Cantt
Class D Category a(i) for contractors enlisted with MES
9 documents required · 9 mandatory
₹500
Yes
AGE (I) Suranussi
₹65,920
Yes
19 Aug 2025
10 Jun 2025
11 Jul 2025
10 Jun 2025
8 Jul 2025
25 Jun 2025
Amount
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc but including ashlar facings dressed stone work and pre cast concrete articles complete all as specified and directed by the Engineer-in-Charge.
Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick above or below ground level.
M&L for brick work built in cement mortar (1: 6) with sub class ‘B’ bricks, straight or curved on plan, exc 6 m mean radius, using old size bricks complete all as specified and as directed by the Engineer-in-Charge.
All as per description of serial item No. 3 above but except Brick.
M&L for brick work with sub class 'B' bricks laid flat bedded and jointed in CM (1:6) and pointed in CM (1:3) complete all as specified and directed by the Engineer-in-Charge.
All as per description of serial item No. 5 above but laid on edges.
Taking down cement plaster of any description on brick or stone wall as in boundary wall etc, including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified & directed by the Engineer in Charge.
M&L for rendering 15 mm thick cement plaster in cement mortar (1:4) on fair faces of brick/concrete surfaces, finished the surfaces even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge.
M&L for rendering 15 mm thick cement plaster in cement mortar (1:4) on other than fair faces of brick surfaces, finished the surfaces even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of new surfaces of walls including cornices, pilasters etc (Plastered or un plastered surfaces) and applying two of coats of cement base paint over a coat of alkali primer, complete, all as specified & directed by the Engineer in Charge.
M&L for plain cement concrete (1:3:6), type C-2 using 40mm graded crushed stone aggregate, as in surface channel complete all as specified and directed by the Engineer-in-Charge.
Supply only sand for sand filling under interlocking paver blocks.
Demolition of Stone slabs and tiles laid,bedded and pointd in any mortar of any description or thickness in floors, aprons etc
M & L for providing machine pressed precast concrete interlocking paver block of required shape & size, confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and with pigment laid in required colour & pattern over 25mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand., complete, all as ditected. Note:- Sand for sand bedding shall be measured separately as supplied only.complete all as specified and directed by Engr - in - Charge.
All as per items No above 14 except tile complete all as per directed by engr-in- charge
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 25mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; Note: Sand for sand bedding shall be measured separately as supplied only.
Providing and laying precast cement concrete at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening with PVC Pipe wherever required and apply two coats of plastic emulsion paint over a priming paint plaster coat complete all as specified and directed by Engineer -in charge.
M & L for Providing Precast Cement Concrete M-25 (Nominal Mix )( 20 mm graded stone aggregate ) as in kerbstone of size 300x300x100mm constructed from high strength concrete M-35 .they incorporate 6 mm thick 040 grade acrylic sgeets in milky white for illumination , emitting a red solar blinking light at 4000 K.Powered by IP68 LED technology the kerbstone operate on solar energy , providing a brightness of 60 lumens.solar panels will be attached individually to each kerbstone .installation involves a prepared PCC bed.the Kerbstone comply with IS code 5758 and IRC standard for road signage.additiuonal features include customizable color changing LEDs.Quality assurance includes water and impact testing,while maintenance emphasizes solar panel cleaniness and wiring integrity.complete all as specified and directed by Engineer -in charge.
M & L for Cement concrete 1:2:4 type B–1 using 20mm graded stone aggregates in copings,, including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and directed by Engineer - in - Charge .
Dismantling of galvanised mild steel barbed wire of any description from fencing post (RCC/ Steel) complete all as specified and as directed by Engineer-in-Charge.
Supply and fix in repairs galvanised 2 strand steel barbed wire 2.24 mm dia , barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)
All as per Item No 21 above here-in-before but restraining re-securing including making good staples etc. complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)
M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry and pigments as in floors including 20 mm thick screed or bedding layer in CM 1:6 all as specified and directed by Engineer-in Charge
M&L for mild steel round bars 10mm dia Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165) as in reinforcement cut to length, bent to shape including cranking bending, and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-charge.
M&L for providing precast cement concrete louvres and jallies, with RCC post 50 mm thick (measured solid), type B-0(1:2:4) using 12.5mm graded aggregate including all mould- ings but excluding frame set in cement mortar 1:4 complete all as specified and directed by Engr-In-Charge
Dismantling wooden boarding, any description, fixed in any position with nails complete all as specified and directed by Engineer-in Charge.
M&L for Granite (of any type) work (table rubbed and polished) 20 mm thick in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 20mm thick screed or bedding layer in CM 1:6 all as specified and directed by Engineer-in Charge
Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge.
Fixing of chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engr-in-charge
Supply only Chain link fencing made out of plain mild steel galvinised wire , width of aperature 100 mm x 100 mm x 4mm dia to new steel posts by means of nuts and bolts, complete all as specified and directed by Engineer - in – Charge
Dismantling posts or struts embedded (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground
S&F Mild steel angle iron fencing post and sturts in fencing incl necessary cutting drilling welding etc and bending to swan neck shape as required and drilling holes notching for wives etc conforming to Fe-290 Gde E-165 complete all as specified.
M&L for Plain Cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in Charge.
S&F mild steel screw bolts 12mm dia(machine made) with hexagonal or square heads at one end and screwed the other , or screwed both ends , each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm but n. exc. 15 cm long and dia of shank 5 to 10 mm complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over a coat of red oxide 0r zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed.
M&L for preparation of new steel surfaces n exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specifed and directed.
M&L for PCC type D2 1:4:8 using 40 mm graded aggregate as in foundations, filling and mass concrete all as specified and directed
S&F informatory Sign board of size 1200 mm x 900 mm, made of aluminium sheet 2 mm thick with stainless steel rectangular frame using 25 x 15 mm rectangular pipe with 35 mm dia stainless pipe in outer border all around retro reflective high intensity 400 micron thick blue/yellow colour sheet pasted with heating process on both bsides of the board including 75 mm to 100 mm high black colour letters cut to shape with special plotter and in proper manner incidating Shed No as directed by Engr in charge .02 Nos 75 mm dia stainless steel pipes of 304 grade glossy finish with MS plate 3 mm thick welded at bottom of pipes shall be provided the board shall be fixed at height of 3.0 mm (top level of board) above GL and shall be embedded in ground using PCC 1:2:4 type B-1 of min size 300mmx300mmx600mm including necessary from work.excavartion and earthbwrk complete all as specified and directed.
Removing plant /Uprooting of vegetation growth including roots on wall/roof/parapet near pipes etc and applying acid treatment after removing roots for preventing regrowth and making good disturbed surfaces /area in superficial area exc 150 sqm but n exc 400 sqm and averaging depth not exceeding 10 cm by using PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate )or 10mm thick plastering in cement mortar 1:3 as required and finishing the surafce to match with the existing surface complete all as specified and directed.
Demolition of precast reinforced concrete manhole cover of any description and in any position not otherwise specifically provided for
M & L for TMT bars 6mm to 8mm dia. cut to length bent to shape required including cranking, bending and binding with and including ms wire (annealed) n. less than 0.9mm dia or securing with clips complete all as specified
M&L for Providing precast factory made cement concrete1:2:4 Type B1 (20 mm graded aggregate ) set in cement mortar 1:4 for different sizes of cover slabs (for man holes and drains etc.) chajjas, water troughs, mangers, shelves and similar articles with plain faces complete after placing in position over septic tanks/manhole covers/drain covers complete all as specified and directed by the Engineer in Charge.
S & F flat iron , Hand rails, half round or other steel section or core for wooden hand-rail straight portion,drilled including embeding in concrete and screwing and welding etc. flat iron fillets (for securing wire mesh etc.) ncluding all necessary welding drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
Providing & laying design mix cement concrete of M - 25 grade prepared in automatic batching plant (RMC plant) including transportation to site in transit mixer ,as in roads/pavements and like ,using cement content as per design mix ,using coarse sand and garded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria ,including providing of dowel bars with sleeve/tie bars wherever required ,laying at site spreading and compacting mechanically by using needle and surface vibrators ,levelling to required slope/camber ,finishing with required texture by brooming,including steel form work with sturdy M.S. channel sections curing making provision for contraction/Expansion joints,construction & Longitudinal joints (10 mm wide x 50 mm deep ) by groove cutting machine (size of bays as per existing or 2M x 2M /SSR Part I ) ,providing and filling joints with approved joint filler and sealants complete all as per direction of Engineer-in- charge. Note :- 1. The ready mixed concrete shall be laid and finished with screed board vibrator ,vaccum dewatering process and finally finished by floating ,brooming with wire brush etc complete as per specifications and directions of Engineer in charge . 2. Item of joint fillers/sealants filled with bitumen 85/25 and sand in ration 1:2 by weight deemed to be included in the unit quoted rate etc 3. use and waste of side form for laying pavement concrete/hardstanding in bays between joints & contraction expansion joints/or between the two contraction joints for thickness of pavement upto and including 25 cm shall deemed to be included in the unit quoted rate. 4 Design mix cement concrete shall be prepared in automatic batching plant (RMC plant) including transportation to site in transit mixer and contractor shall quote his rates keeping this aspect in mind, complete all as specified and as directed by Engineer-in-charge.
AAY KAY Constructions (BID ID -3341896)
DUGGAL CONSTRUCTION CO (BID ID -3349504)
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