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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.1 LAccepted-AOC | L-1 | Accepted-AOC Being L-1. | |
| 2 | L-2₹19.7 L+₹2.6 L (15.3%)Rejected-Finance | L-2 | Rejected-Finance Not being L-1. | |
| 3 | L-3₹22.9 L+₹5.7 L (33.5%)Rejected-Finance | L-3 | Rejected-Finance Not being L-1. | |
| 4 | L-4₹22.9 L+₹5.8 L (33.7%)Rejected-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | L-4 | Rejected-Finance Not being L-1. |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L4 | M/S MUHIBULFUKARA ENTERPRISES L2 | JANDOO AND CO L3 | M/S MOHD SHABAN SHEIKH L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches for pipe line and manholes not exc 10 Sqm on plan and not exc.1.5m deep in hard / dense soil complete all as specified and directed. | 113.82 | Cum | 300 ₹34,146 | 175 ₹19,918.5 | 240 ₹27,316.8 | 150 ₹17,073 Lowest |
| 2.00 | Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed. | 30 | Cum | 50 ₹1,500 | 25 ₹750 | 20 ₹600 Lowest | 150 ₹4,500 |
| 3.00 | Removal of surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed. | 94.27 | Cum | 80 ₹7,541.6 | 25 ₹2,356.75 Lowest | 30 ₹2,828.1 | 200 ₹18,854 |
| 4.00 | M&L for Cement Concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed. | 3 | Cum | 3,000 ₹9,000 | 3,500 ₹10,500 | 3,500 ₹10,500 | 1,500 ₹4,500 Lowest |
| 5.00 | M&L for Brickwork with sub-class ‘B’ bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar 1:4, complete all as specified & directed. | 15 | Cum | 5,500 ₹82,500 | 7,000 ₹1,05,000 | 4,000 ₹60,000 | 600 ₹9,000 Lowest |
| 6.00 | M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping, bed plates benching etc slightly rounded or chamfered angles and throating, complete all as specified and directed. | 1.15 | Cum | 5,000 ₹5,750 | 5,000 ₹5,750 | 6,000 ₹6,900 | 3,000 ₹3,450 Lowest |
| 7.00 | M&L for rendering 15mm thick in cement mortar 1:4 on brick masonry surface finished even and fair without using extra cement including mixing of water proofing compound as per manufacturer's instructions (water proofing compound shall be measured and paid separately) complete all as specified and directed. | 76 | Sqm | 200 ₹15,200 | 165 ₹12,540 Lowest | 230 ₹17,480 | 250 ₹19,000 |
| 8.00 | Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed. | 72 | RM | 25 ₹1,800 Lowest | 70 ₹5,040 | 60 ₹4,320 | 550 ₹39,600 |
| 9.00 | Supply only liquid water proofing compound @ 0.200 Ltr per 50 kg of cement or as per manufacturer's instructions complete all as specified and directed. | 21.16 | Ltr | 90 ₹1,904.4 | 60 ₹1,269.6 | 30 ₹634.8 Lowest | 500 ₹10,580 |
| 10.00 | M&L for Mild steel TMT bars 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 1,633.78 | Kg | 90 ₹1,47,040.2 | 85 ₹1,38,871.3 Lowest | 95 ₹1,55,209.1 | 130 ₹2,12,391.4 |
Tender Value
₹24.7 L
EMD Value
₹49,360
Closing Date
3 Jul 2025, 6:00 pmClosed
GE 861 EWS
GE 861 EWS c/o 56 APO
PROVN OF BOUNDARY PILLARS AT KOTHAR RANGE AND RANIPORA DEMOLITION GROUND AND PROVN OF SEPTIC TANK AND SOAKAGE WELLS ALONGWITH ALLIED SERVICES AT UPPER CAMP AND DEPOT AREA KHUNDRU UNDER GE 861 EWS
2025_MES_696439_3
GE 861 EWS-80/2024-25
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
As per Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE 861 EWS
₹49,360
Yes
29 Sept 2025
12 Jun 2025
5 Jul 2025
12 Jun 2025
3 Jul 2025
19 Jun 2025
Amount
Excavation in trenches for pipe line and manholes not exc 10 Sqm on plan and not exc.1.5m deep in hard / dense soil complete all as specified and directed.
Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed.
Removal of surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed.
M&L for Cement Concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed.
M&L for Brickwork with sub-class ‘B’ bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar 1:4, complete all as specified & directed.
M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping, bed plates benching etc slightly rounded or chamfered angles and throating, complete all as specified and directed.
M&L for rendering 15mm thick in cement mortar 1:4 on brick masonry surface finished even and fair without using extra cement including mixing of water proofing compound as per manufacturer's instructions (water proofing compound shall be measured and paid separately) complete all as specified and directed.
Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed.
Supply only liquid water proofing compound @ 0.200 Ltr per 50 kg of cement or as per manufacturer's instructions complete all as specified and directed.
M&L for Mild steel TMT bars 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified.
M&L for Precast reinforced cement concrete 1:2:4 type B-1, using 20mm graded crushed stone aggregate as in manhole cover slab, complete all as specified and directed. Note : (Reinforcement shall be measured and paid separately).
M&L for Concrete bed to drain pipes for 100 mm bore, laid in trenches including packing under and haunching against the side of pipes, after they are laid and tested in PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate), complete all as specified and directed.
M&L for Concrete bed to drain pipes for 150 mm bore, laid in trenches including packing under and haunching against the side of pipes, after they are laid and tested in PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) complete all as specified and directed.
M&L for Salt glazed stone ware drain pipes, grade 'A' of 150mm dia laid in trenches and jointed including all accessories & fittings (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar (1:1) complete all as specified and directed.
Description all as per item No 15 here-in-above but 100 mm dia of drain pipe.
M&L for Cutting into existing manholes for connecting new drains, internal dia 150 mm making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching complete all as specified and directed.
M&L for construction of RCC Septic tank, conventional type, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-25 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 user complete all as specified and directed by Engineer-in-Charge. (Based on HQ 134 WE Drg No : WE/S/TD-02/2025 sheet 1/2 & 2/2 dated Mar 2025)
M&L for construction of RCC Septic tank, conventional ype, designed to carry sewage and sullage water including excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-25 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 user complete all as specified and directed by Engineer-in-Charge. (Based on HQ 134 WE Drg No : WE/S/TD-01/2025 sheet 1/2 & 2/2 dated Mar 2025)
M&L for construction of Soakage well including excavation in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.40 m dia x 3.00 m effective depth complete all as specified and directed and as shown in drawing. (Based on CE 31 Zone drg No : CESZ/TD-36/ST/20 sheet 1/2 and 2/2 dated 22-02-20)
Excavating in post holes (or similar holes) each n.exc 0.5 cum and getting out returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering complete all as specified and directed.
M&L for Providing precast cement concrete (1:2:4) type B-1 (using 20mm crushed stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated) with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:2:4) type B-2 (using 40mm graded crushed stone aggregate) as in in foundations, filling and mass concrete complete all as specified and directed.
M/S MUHIBULFUKARA ENTERPRISES (BID ID -3336888)
JANDOO AND CO (BID ID -3335217)
M/S SHEIKH FEROOZ AHMAD (BID ID -3344401)
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