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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹26.4 LAccepted-AOC | ₹26.4 L | L-1 | Accepted-AOC Award of Contract |
| 2 | L-2₹27.4 L+₹1.0 L (3.89%)Rejected-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹27.4 L+₹1.0 L (3.89%) | L-2 | Rejected-Finance Not being L1 |
| 3 | L-3₹30.1 L+₹3.7 L (14.1%)Rejected-Finance BALSOO KULGAM ANANTHNAG JAMMU KASHMIR 192232 UDYAM JK 11 0004326 | KULGAM | JAMMU AND KASHMIR | 192232 | ₹30.1 L+₹3.7 L (14.1%) | L-3 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L2 | JANDOO AND CO L1 | M/S SHEIKH CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|
| 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 complete all as specified and as directed by Engineer-in-charge. | 43.8 | Cum | 200 ₹8,760 | 450 ₹19,710 | 35 ₹1,533 Lowest |
| 2.00 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. | 2 | Cum | 5,500 ₹11,000 | 4,800 ₹9,600 Lowest | 6,000 ₹12,000 |
| 3.00 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | 4,500 ₹22,500 | 3,000 ₹15,000 Lowest | 4,000 ₹20,000 |
| 4.00 | Material & Labour for 40 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregates as in floor , finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 170 | Sqm | 260 ₹44,200 | 350 ₹59,500 | 250 ₹42,500 Lowest |
| 5.00 | Material & Labour for 75 mm thick PCC in Cement Mortar 1:2:4 Type B-2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | 350 ₹1,40,000 | 160 ₹64,000 Lowest | 350 ₹1,40,000 |
| 6.00 | Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | 810 ₹3,24,000 | 800 ₹3,20,000 | 650 ₹2,60,000 Lowest |
| 7.00 | Material & Labour for Providing and laying 60 mm thick cobble stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, levelling and proper alignment of stones, with and including filling of joints with cement mortar 1:6, ramming, watering and finishing with and including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.
Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. | 60 | Sqm | 3,000 ₹1,80,000 Lowest | 3,600 ₹2,16,000 | 4,900 ₹2,94,000 |
| 8.00 | Material & Labour for Providing and laying 60 mm thick Shahabad stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, dressing of edges, levelling and proper alignment of stones, with and including filling joints with cement mortar 1:6, ramming, watering and finishing with and including taking dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.
Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. | 40 | Sqm | 5,000 ₹2,00,000 | 2,000 ₹80,000 Lowest | 2,300 ₹92,000 |
| 9.00 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 60 mm thickness, made out of M-35 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. | 150 | Sqm | 950 ₹1,42,500 Lowest | 1,150 ₹1,72,500 | 950 ₹1,42,500 Lowest |
| 10.00 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 80 mm thickness, made out of M-40 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. | 80 | Sqm | 1,200 ₹96,000 | 1,300 ₹1,04,000 | 1,150 ₹92,000 Lowest |
Tender Value
₹33.7 L
EMD Value
₹67,400
Closing Date
10 Jun 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
CERTAIN PERIODICAL SERVICES AND REPAIR TO SECURITY FENCING WALL DRAIN HARD STANDING PATH AND SWTs AT KHUNDRU UNDER GE 861 EWS
2026_MES_766763_1
GE 861 EWS-06(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
As per NIT
9 documents required · 9 mandatory
₹500
GE 861 EWS
₹67,400
GE 861 EWS
12 Sept 2026
20 May 2026
12 Jun 2026
20 May 2026
10 Jun 2026
3 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 complete all as specified and as directed by Engineer-in-charge. | 43.8 | Cum | - | - |
| 2 | Material & Labour for PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps; seismic and other similar bends, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and thelikeincluding weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge. | 2 | Cum | - | - |
| 3 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates as in as in surface channels and drain concrete complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | - | - |
| 4 | Material & Labour for 40 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregates as in floor , finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 170 | Sqm | - | - |
| 5 | Material & Labour for 75 mm thick PCC in Cement Mortar 1:2:4 Type B-2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | - | - |
| 6 | Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 30cm x 30cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | - | - |
| 7 | Material & Labour for Providing and laying 60 mm thick cobble stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, levelling and proper alignment of stones, with and including filling of joints with cement mortar 1:6, ramming, watering and finishing with and including dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.
Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. | 60 | Sqm | - | - |
| 8 | Material & Labour for Providing and laying 60 mm thick Shahabad stone flooring of approved size and quality in footpath, laid over with and including 40 mm thick sand cushioning on prepared sub-base, including dressing, dressing of edges, levelling and proper alignment of stones, with and including filling joints with cement mortar 1:6, ramming, watering and finishing with and including taking dismantling of existing tiles complete all as specified and directed by Engineer-in-Charge.
Note: The rate of 40 mm thick sand cushioning is included in this item and contractor shall quote his rate accordingly. Nothing extra shall be paid on this account. | 40 | Sqm | - | - |
| 9 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 60 mm thickness, made out of M-35 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. | 150 | Sqm | - | - |
| 10 | Material & Labour for Machine Pressed Precast Interlocking paver block with grey cement and no pigment, factory made, any shape and size, conforming to IS 15658-2006 of 80 mm thickness, made out of M-40 grade concrete laid over sand cushioining including dismantling of existing block complete all as specified and as directed by Engineer-in-charge. Note:Sand cushioning shall be measured and paid seperately under approriate item of Schedule'A' BoQ. | 80 | Sqm | - | - |
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