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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹22.5 LAccepted-AOC | L-1 | Accepted-AOC Being L-1. | |
| 2 | L-2₹24.7 L+₹2.2 L (9.61%)Rejected-Finance BALSOO KULGAM ANANTHNAG JAMMU KASHMIR 192232 UDYAM JK 11 0004326 | KULGAM | JAMMU AND KASHMIR | 192232 | L-2 | Rejected-Finance Not being L-1. | |
| 3 | L-3₹25.9 L+₹3.4 L (15.1%)Rejected-Finance | L-3 | Rejected-Finance Not being L-1. | |
| 4 | L-4₹28.8 L+₹6.3 L (27.9%)Rejected-Finance PULWAMA JAMMU KASHMIR 192301 INDIA | PULWAMA | JAMMU AND KASHMIR | 192301 | L-4 | Rejected-Finance Not being L-1. |
| Sl No | Description | Qty | Unit | M/S SHEIKH CONSTRUCTION CO L2 | Peerzada And Sons L4 | JANDOO AND CO L3 | M/s AMIR MAQBOOL L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 218.86 | Cum | 190 ₹41,583.4 Lowest | 525 ₹1,14,901.5 | 300 ₹65,658 | 250 ₹54,715 |
| 2.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 14.12 | Cum | 3,000 ₹42,360 | 860 ₹12,143.2 Lowest | 3,500 ₹49,420 | 3,500 ₹49,420 |
| 3.00 | M&L Providing reinforced cement concrete type B-l, 1:2:4 (using 20 mm graded crushed stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed complete all as specified and directed by Engineer-in-Charge. | 74.54 | Cum | 6,500 ₹4,84,510 Lowest | 8,600 ₹6,41,044 | 8,500 ₹6,33,590 | 7,500 ₹5,59,050 |
| 4.00 | 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 column, hooking ends, binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. | 3,748.81 | Kg | 90 ₹3,37,392.9 | 100 ₹3,74,881 | 100 ₹3,74,881 | 86 ₹3,22,397.66 Lowest |
| 5.00 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking bending spirally for hooping for column, hooking end binding with binding wire and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. | 2,924.99 | Kg | 90 ₹2,63,249.1 | 100 ₹2,92,499 | 105 ₹3,07,123.95 | 86 ₹2,51,549.14 Lowest |
| 6.00 | M&L for preparation of newly plastered surfaces of walls and applying with two coats of cement based paint over a coat of alkali resistant primer complete all as specified and directed by Engineer-in-Charge. | 300 | Sqm | 150 ₹45,000 | 22 ₹6,600 Lowest | 65 ₹19,500 | 28 ₹8,400 |
| 7.00 | M&L for writing letters or figures (Block, Roman, Italic or Indian) n exc. 30 cm high complete all as specified and directed by Engineer-in-Charge. | 350 | Per 10 Nos per CM height | 1,200 ₹4,20,000 | 400 ₹1,40,000 | 250 ₹87,500 | 60 ₹21,000 Lowest |
| 8.00 | M&L for returning, filling in and including spreading, levelling, watering & well ramming in layers n. exceeding 25 cm as in soil complete all as specified and directed by Engineer-in-Charge. | 128.3 | Cum | 50 ₹6,415 | 215 ₹27,584.5 | 40 ₹5,132 | 2 ₹256.6 Lowest |
| 9.00 | Removing of excavated materials to a distance n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point as in soil complete all as specified and directed by Engineer-in-Charge. | 203.56 | Cum | 50 ₹10,178 | 490 ₹99,744.4 | 60 ₹12,213.6 | 2 ₹407.12 Lowest |
| 10.00 | S&F mild steel plates (plain or chequered) square cut or notched (forming holes with riveted, bolted welded attachment) Fe 410-w (Grade-E-250) quality-A complete all as specified and directed by Engineer-in-Charge. | 320 | Kg | 150 ₹48,000 | 95 ₹30,400 Lowest | 140 ₹44,800 | 120 ₹38,400 |
Tender Value
₹31.4 L
EMD Value
₹62,700
Closing Date
9 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE 861 EWS
GE 861 EWS c/o 56 APO
PROVN OF BOUNDARY PILLARS FOR DEMARCATION AT ZAWOORA MANLOO AND PROVN OF CHEQUERED TILES PATHWAY IN LIVING ACCN OF CERTAIN UNIT IN PANZGAM AT AGE B/R (P) UNDER GE 861 EWS
2025_MES_713809_1
GE 861 EWS-22 (T)/2025-26
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
₹62,700
Yes
19 Sept 2025
11 Jun 2025
16 Jul 2025
11 Jun 2025
9 Jul 2025
25 Jun 2025
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L Providing reinforced cement concrete type B-l, 1:2:4 (using 20 mm graded crushed stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops and fixed complete all as specified and directed by Engineer-in-Charge.
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 column, hooking ends, binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
M&L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking bending spirally for hooping for column, hooking end binding with binding wire and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of newly plastered surfaces of walls and applying with two coats of cement based paint over a coat of alkali resistant primer complete all as specified and directed by Engineer-in-Charge.
M&L for writing letters or figures (Block, Roman, Italic or Indian) n exc. 30 cm high complete all as specified and directed by Engineer-in-Charge.
M&L for returning, filling in and including spreading, levelling, watering & well ramming in layers n. exceeding 25 cm as in soil complete all as specified and directed by Engineer-in-Charge.
Removing of excavated materials to a distance n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point as in soil complete all as specified and directed by Engineer-in-Charge.
S&F mild steel plates (plain or chequered) square cut or notched (forming holes with riveted, bolted welded attachment) Fe 410-w (Grade-E-250) quality-A complete all as specified and directed by Engineer-in-Charge.
S & F mild steel rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. cutting for required position confirming to Fe 410-W (Gde-E- 250) quality complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described with two coats of synthetic enamel (ordinary tint ) (each coat) over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-In-Charge.
Excavating in post holes (or similar holes) each n exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge.
M&L for PCC type D2 (1:3:6) (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
M&L for Hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface as specified and as directed by Engineer-in-Charge.
M&L for 100mm thick cement concrete (1:3:6) type C2 (Using 40mm graded crushed stone aggregate) as in sub base for floor finishes complete all as specified and as directed by Engineer-in-Charge.
M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry laid over and including 15mm thick screed bed in cement mortar (1:4) in floors complete all as specified and as directed by Engineer-in-Charge.
M&L for providing, cement concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
M/S SHEIKH CONSTRUCTION CO (BID ID -3337068)
JANDOO AND CO (BID ID -3352898)
Peerzada And Sons (BID ID -3344381)
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