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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.5 LAccepted-AOC KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | ₹14.5 L | L-1 | Accepted-AOC AWARD OF CONTRACT |
| 2 | L-2₹14.7 LRejected-Finance C O S 1 ESS GEE COMPLEX NEAR J K BANK SONAWAR BAZAR B B CANTT SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹14.7 L | L-2 | Rejected-Finance Not Being L-1 |
| 3 | L-3₹14.8 LRejected-Finance | ₹14.8 L | L-3 | Rejected-Finance Not Being L-1 |
| 4 | L-4₹15.6 LRejected-Finance | ₹15.6 L | L-4 | Rejected-Finance Not Being L-1 |
| 5 | L-5₹15.6 LRejected-Finance | ₹15.6 L | L-5 | Rejected-Finance Not Being L-1 |
| Sl No | Description | Qty | Unit | M/S HAFIZ AND SONS L1 | Haji Mohd Sultan Sofi L3 | M/S Manzoor and Co L7 | M/S GHULAM MOHIUDDIN RATHER L8 | SAMEER CONSTRUCTIONS L6 | M/S NEW IQBAL ENTERPRISES L4 | M/S A.N CONSTRUCTIONs L2 | BHAT CONSTRUCTION AND BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area compete all as specified and as directed by Engineer-in-charge. | 163.38 | Cum | 100 ₹16,338 | 50 ₹8,169 | 150 ₹24,507 | 300 ₹49,014 | 100 ₹16,338 | 48 ₹7,842.24 | 40 ₹6,535.20 | 111 ₹18,135.18 |
| 2.00 | Demolition of brick work / stone masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in- charge. | 15 | Cum | 100 ₹1,500 | 50 ₹750 | 90 ₹1,350 | 200 ₹3,000 | 50 ₹750 | 39 ₹585 | 40 ₹600 | 77 ₹1,155 |
| 3.00 | Demolition of cement concrete of any description and in any position not otherwise specially providedand including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-Charge . | 5 | Cum | 100 ₹500 | 50 ₹250 | 90 ₹450 | 500 ₹2,500 | 100 ₹500 | 90 ₹450 | 50 ₹250 | 77 ₹385 |
| 4.00 | Taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge | 800 | Sqm | 7 ₹5,600 | 10 ₹8,000 | 10 ₹8,000 | 50 ₹40,000 | 10 ₹8,000 | 3 ₹2,400 | 5 ₹4,000 | 7 ₹5,600 |
| 5.00 | Material & Labour for squared rubble stone walling, brought upto courses , well bounded , bedded and solidly hearted , built in cm (1:6) complete all as specified and directed by Engineer-in-Charge. | 3 | Cum | 1,500 ₹4,500 | 4,000 ₹12,000 | 3,000 ₹9,000 | 5,000 ₹15,000 | 1,100 ₹3,300 | 2,100 ₹6,300 | 1,350 ₹4,050 | 1,555 ₹4,665 |
| 6.00 | All as per the description of item No 5.00 here-in- before but except stones complete all as specified and directed by Engineer-in-Charge.
Note: Stones shall be obtained from serial item no.2.00 here-in - before for use in this item.The stones shall be used in this item after proper cleaning . The rate of cleaning of stones is included in this item nothing shall be paid extra on this account. | 1 | Cum | 500 ₹500 | 4,000 ₹4,000 | 1,800 ₹1,800 | 2,000 ₹2,000 | 500 ₹500 | 960 ₹960 | 500 ₹500 | 1,333 ₹1,333 |
| 7.00 | Material & Labour for flush pointing to random rubble masonry in Cement Mortar 1:3 complete all as specified and directed by Engineer-in-Charge. | 3 | X Sqm | 500 ₹1,500 | 5,000 ₹15,000 | 900 ₹2,700 | 1,000 ₹3,000 | 300 ₹900 | 700 ₹2,100 | 500 ₹1,500 | 777 ₹2,331 |
| 8.00 | Material and Labour for brick work using burnt clay sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius, built in Cement Mortar 1:6 complete all as specified and as directed by Engineer-in- charge. | 10 | Cum | 3,500 ₹35,000 | 6,000 ₹60,000 | 5,000 ₹50,000 | 6,000 ₹60,000 | 3,200 ₹32,000 | 5,500 ₹55,000 | 3,800 ₹38,000 | 4,155 ₹41,550 |
| 9.00 | All as per serial item no. 8.00 here-in- before but but except bricks Note: Bricks shall be obtained from serial item no.2.00 here-in - before for use in this item.The bricks shall be used in this item after proper cleaning . The rate of cleaning of bricks is included in this item nothing shall be paid extra on this account. | 1 | Cum | 1,000 ₹1,000 | 6,000 ₹6,000 | 1,800 ₹1,800 | 2,000 ₹2,000 | 1,000 ₹1,000 | 1,500 ₹1,500 | 1,000 ₹1,000 | 2,111 ₹2,111 |
| 10.00 | Material and labour for 15mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge. | 500 | Sqm | 175 ₹87,500 | 200 ₹1 L | 240 ₹1.2 L | 170 ₹85,000 | 150 ₹75,000 | 200 ₹1 L | 140 ₹70,000 | 187 ₹93,500 |
Updated dates
Tender Value
₹23.8 L
EMD Value
₹47,500
Closing Date
25 Feb 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS c/o 56 APO
REPAIR TO DRAINS PCC PATH HARD STANDING FENCING SECURITY WALLS PARAPET WALLS AND ALLIED WORKS AT KHREUH AND SHER E SHALI UNDER GE 861 EWS
2026_MES_750084_1
GE 861 EWS-66(T)/2025-26
Open Tender
Civil Works
120 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹47,500
GE 861 EWS
13 Mar 2026
27 Jan 2026
27 Feb 2026
27 Jan 2026
25 Feb 2026
11 Feb 2026
31 Jan 2026
Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area compete all as specified and as directed by Engineer-in-charge.
Demolition of brick work / stone masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in- charge.
Demolition of cement concrete of any description and in any position not otherwise specially providedand including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-Charge .
Taking down cement or cement lime plaster from brick wall or concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge
Material & Labour for squared rubble stone walling, brought upto courses , well bounded , bedded and solidly hearted , built in cm (1:6) complete all as specified and directed by Engineer-in-Charge.
All as per the description of item No 5.00 here-in- before but except stones complete all as specified and directed by Engineer-in-Charge. Note: Stones shall be obtained from serial item no.2.00 here-in - before for use in this item.The stones shall be used in this item after proper cleaning . The rate of cleaning of stones is included in this item nothing shall be paid extra on this account.
Material & Labour for flush pointing to random rubble masonry in Cement Mortar 1:3 complete all as specified and directed by Engineer-in-Charge.
Material and Labour for brick work using burnt clay sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius, built in Cement Mortar 1:6 complete all as specified and as directed by Engineer-in- charge.
All as per serial item no. 8.00 here-in- before but but except bricks Note: Bricks shall be obtained from serial item no.2.00 here-in - before for use in this item.The bricks shall be used in this item after proper cleaning . The rate of cleaning of bricks is included in this item nothing shall be paid extra on this account.
Material and labour for 15mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge.
Material and labour for 15mm thick rendering in cement mortar 1:6 on other than fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge.
Material and Labour for 75 mm thick PCC 1:3:6 , Type C-1 using 20 mm graded stone aggregate as in plinth protection, finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in- charge.
Dismantling structural steel work including doors, gates,grills but excluding framed truss etc complete all as specified and as directed by Egineer-in-Charge.
Dismantling wrought iron or mild steel work of any description as in angle iron not otherwise provded for etc complete all as specified and as directed by Egineer-in-Charge.
Supply & Fixing Mild steel work as in angle iron for posts, struts in fencing including cutting tops, to shape as required, drilling holes, notching for wire, including welding etc, confirming to Fe-290 Gde, E-165 complete all as specified and directed by Engineer-in-Charge.
Supply & fixing for Mild steel work as in Framed work such as grills, 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; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed by Engineer-in-charge.
Supply and Fixing Mild steel as in Framed work as 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 complete all as specified and directed by Engineer-in -charge.
Material and labour for 75 mm thick PCC (1:3:6) Type C-2 using 40mm graded stone aggregate as in sub base of flooring complete all as specified and as directed by Engineer-in-Charge complete all as specified
Material and labour for chequerd cement concrete tiles glossy finished size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00kg per sqm in floors laid over with and including 15 mm thick screeed bed in cement mortar in 1:6 complete all as specified and directed by Engineer-in-Charge.
Material and labour for 100 mm thick PCC (1:2:4) type B2 (using 40 mm graded stone aggregate ) as in hard standing floor finishes etc. laid in alternate panels complete all as specified and directed by Engineer-in-Charge. Note: The size of panel shall be decided by Engineer-in-charge.
Material and labour for coloured machine pressed precast concrete interlocking paver block of any shape and any size confirming to IS 15656 -2006, 60 mm thick , M-35 Grade , laid with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. Note: sand for cushioning shall be measured and paid seperately under appropriate item of Schedule'A' BoQ.
Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc.and refixing the same after proper cleaning complete all as specified and as directed by Egineer-in-Charge. Note: if PCC for sub base and sand required shall be measured and paid seperately under appropriate items of schedule'A' BoQ.
Material and Labour for sand filling under floors for interlocking paver block as in sand cushioning and sand or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in- charge.
Material and Labour for preparation of new steel surfaces and applying two coats of synthetic enamel paint with and including one coat of red oxide zinc chrome of any description not otherwise described over 10 cm width or girth and complete all as specified and as directed by Engineer-in-charge.
Material and labour for preparation of new surface of walls, with and including two coats of cement base paint ,over with and including one coat or alkalic resistance primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for preparation of old surface of walls, with and including two coats of cement base paint complete all as specified and directed by Engineer-in-Charge.
Material and labour for PCC 1:2:4 type B-2, (using 40mm graded stone aggregate) as in surface channel and drains complete all as specified and as directed by Egineer-in-Charge.
Material and labour for pre-cast cement concrete (reinforced ) slab type B-1, 1:2:4 using 20mm graded stone aggregates as in manholes cover slab set in cement mortar 1: 4 with and including necessary form work complete all as specified and as directed by Egineer-in-Charge. Notes : 1.TMT shall be measured and paid seperately.2 The rate of form work is included in this item and nothing shall be paid extra on this account.
Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Material and labour for Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips directed by Engineer-in-charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Supply & Fixing Mild steel work as in roof trusses (framed), trussed, purlins,crane gantries, rails and fastnings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.Fe 410 -W (Gde- E- 250) quality- A complete all as specified and as directed by Egineer-in-Charge.
Supply & Fixing Mild steel work as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed by Egineer-in-Charge.
Supply & Fixing in replacement Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge.
Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ
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