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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-Finance | L1 | Accepted-Finance Being Lowest (L1) | |
| 2 | L2₹39.8 L+₹2.9 L (7.82%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹40.1 L+₹3.2 L (8.70%)Rejected-Finance 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹42.8 L+₹5.9 L (16.0%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹43.4 L+₹6.5 L (17.5%)Rejected-Finance SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | agarwal and company L6 | vishalconstruction L3 | Sunrise Traders L1 | Decent Decorators L4 | Aakar Construction L9 | Mukund Engineers and Contractors L7 | BHARDWAJ ENTERPRISES L2 | ShreHari Civil Enginneering and Contractors L5 | BSK Construction L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | S&F in repair for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00mm dia, barbs at 75mm spacing and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossings with and provision of galvanized mild steel wire, complete all as directed.
NOTE: Each line wire to be measured separately. | 22.4 | 100Rm | 1,600 ₹35,840 | 1,800 ₹40,320 | 1,700 ₹38,080 | 1,350 ₹30,240 | 1,500 ₹33,600 | 2,250 ₹50,400 | 1,200 ₹26,880 Lowest | 1,500 ₹33,600 | 2,000 ₹44,800 |
| 2.00 | Demolition of cement concrete (un re-inforced) in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified . | 29 | Cum | 1,400 ₹40,600 | 500 ₹14,500 | 250 ₹7,250 Lowest | 700 ₹20,300 | 900 ₹26,100 | 1,250 ₹36,250 | 800 ₹23,200 | 500 ₹14,500 | 1,200 ₹34,800 |
| 3.00 | Materials and labour for plain cement concrete (1:4:8) Type D-2 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. | 25 | Cum | 5,400 ₹1,35,000 | 4,000 ₹1,00,000 Lowest | 4,300 ₹1,07,500 | 5,000 ₹1,25,000 | 5,500 ₹1,37,500 | 4,700 ₹1,17,500 | 4,500 ₹1,12,500 | 5,000 ₹1,25,000 | 5,000 ₹1,25,000 |
| 4.00 | M&L precast solid block masonry of block 1:3:6 type C-1 wall exceeding 10 cm in width and built in cement mortar 1:6 including demolition complete all as specified and directed. | 65 | Cum | 9,500 ₹6,17,500 | 5,500 ₹3,57,500 Lowest | 6,000 ₹3,90,000 | 7,500 ₹4,87,500 | 8,500 ₹5,52,500 | 8,800 ₹5,72,000 | 6,000 ₹3,90,000 | 8,500 ₹5,52,500 | 10,000 ₹6,50,000 |
| 5.00 | All as per item No 4 here-in-before but except PCC block complete all as specified and directed. | 40 | Cum | 3,000 ₹1,20,000 | 2,500 ₹1,00,000 | 2,600 ₹1,04,000 | 3,000 ₹1,20,000 | 3,000 ₹1,20,000 | 2,500 ₹1,00,000 | 1,200 ₹48,000 Lowest | 3,500 ₹1,40,000 | 3,200 ₹1,28,000 |
| 6.00 | M&L for walling of random rubble, uncoursed , well bonded, bedded and solidly hearted built in cement mortar 1:6 including demolition complete all as specified and directed. | 45 | Cum | 6,200 ₹2,79,000 | 3,500 ₹1,57,500 Lowest | 4,500 ₹2,02,500 | 5,000 ₹2,25,000 | 6,000 ₹2,70,000 | 4,300 ₹1,93,500 | 5,000 ₹2,25,000 | 6,000 ₹2,70,000 | 6,000 ₹2,70,000 |
| 7.00 | All as per item No 6 here-in-before but except stone. | 29 | Cum | 4,500 ₹1,30,500 | 2,500 ₹72,500 Lowest | 3,400 ₹98,600 | 3,500 ₹1,01,500 | 4,500 ₹1,30,500 | 2,500 ₹72,500 Lowest | 3,500 ₹1,01,500 | 2,500 ₹72,500 Lowest | 4,500 ₹1,30,500 |
| 8.00 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble ealling, uncoursed or brought uoto courses with 40mm macimum depression on face from straight edge held against the dressed surfaces complete all as specified and directed. | 350 | Sqm | 350 ₹1,22,500 | 350 ₹1,22,500 | 280 ₹98,000 | 350 ₹1,22,500 | 410 ₹1,43,500 | 270 ₹94,500 Lowest | 500 ₹1,75,000 | 350 ₹1,22,500 | 400 ₹1,40,000 |
| 9.00 | Taking down cement plaster on brick or stone walls or concrete surface etc including raking out joints, hacking for key scrubbing down with water all as specified and directed. | 208 | Sqm | 100 ₹20,800 | 55 ₹11,440 | 55 ₹11,440 | 100 ₹20,800 | 120 ₹24,960 | 52 ₹10,816 | 20 ₹4,160 Lowest | 100 ₹20,800 | 80 ₹16,640 |
| 10.00 | M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete susrfaces finishing the surface even and smooth without using extra cement complete all as specified and directed.. | 732 | Sqm | 280 ₹2,04,960 | 300 ₹2,19,600 | 260 ₹1,90,320 | 350 ₹2,56,200 | 325 ₹2,37,900 | 340 ₹2,48,880 | 250 ₹1,83,000 Lowest | 325 ₹2,37,900 | 300 ₹2,19,600 |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
26 Aug 2025, 6:00 pmClosed
Shri Vikas Tanwar, IDSE, GE (CME) Khadki
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi, Pune
REPAIRS TO BOUNDARY WALL INCLUDING THEIR PERIODICAL SERVICES ALONG PERIPHERY OF CME
2025_MES_724674_1
8632/E8
Open Tender
Civil Works
Item Rate
210 days
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer (CME) Khadki
₹88,000
Yes
3 Sept 2025
5 Aug 2025
28 Aug 2025
5 Aug 2025
26 Aug 2025
20 Aug 2025
6 Aug 2025 - 19 Aug 2025
Amount
S&F in repair for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00mm dia, barbs at 75mm spacing and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossings with and provision of galvanized mild steel wire, complete all as directed. NOTE: Each line wire to be measured separately.
Demolition of cement concrete (un re-inforced) in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified .
Materials and labour for plain cement concrete (1:4:8) Type D-2 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L precast solid block masonry of block 1:3:6 type C-1 wall exceeding 10 cm in width and built in cement mortar 1:6 including demolition complete all as specified and directed.
All as per item No 4 here-in-before but except PCC block complete all as specified and directed.
M&L for walling of random rubble, uncoursed , well bonded, bedded and solidly hearted built in cement mortar 1:6 including demolition complete all as specified and directed.
All as per item No 6 here-in-before but except stone.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble ealling, uncoursed or brought uoto courses with 40mm macimum depression on face from straight edge held against the dressed surfaces complete all as specified and directed.
Taking down cement plaster on brick or stone walls or concrete surface etc including raking out joints, hacking for key scrubbing down with water all as specified and directed.
M&L for 15mm thick rendering in CM 1:6 on fair faces of brick work or concrete susrfaces finishing the surface even and smooth without using extra cement complete all as specified and directed..
M & L for preparation of new surface of wall and applying two coat of cement base paint complete all as specified and directed.
M&L preparation new or previously untreated surface of steel over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed.
M&L raised pointing in CM 1:4 to random or polygonal rubble, uncoursed or brought upto complete all as sepcified and directed,
M&L PCC 1:2:4 type B-1(Using 20mm graded crushed stone agg) in lintels upto 1.5 m 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 for chamfered angles and throating, as directed
M&L RCC 1:2:4, type B1(using 20mm graded aggregate) as in foundation , including rafts, footings, foundation, beams, plinth beams, base for columns etc basement slab under reamed piles and mass concrete including demolition complete all as specified and directed.
M&L for RCC Type B1 1:2:4 (20mm graded aggregates) in Columns, pillars, piers, posts and struts etc including demolition all as specified and directed
M&L for RCC Type B1 1:2:4 (20mm graded aggregates) in beams such as cantilever, bressummers, lintels over 1.50m span(lintel beams) etc including demolition complete all as specified and directed.
Use and waste formwork to side of concrete foundation, footings, bases of columns, rafts beams, sides and soffits (if any) of foundation and similar work fair finished concrete surface complete all as specified and directed.
Use and waste formwork to sides of pillars, posts, struts, piers, columns and stanchions square / rectangular or polygonal in shape complete all as specified and directed.
Use and waste formwork to sides of soffits of floors or roof beam, beam haunchings, griders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc finished fair surface complete all as specified and directed.
M&L TMT bars 10mm dia and over, 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 complete all as specified and directed.
All as per item No 21 above but 5mm dia and over upto and including 10mm dia in strriups and binders complete all as specified and directed.
Dismantling of posts or struts (RCC fencing posts) any section and taking out embedded portion (post embedded in concrete. ) including making good to disturbed complete all as directed.
Supply and fix rolled mild steel as in joist, channel angle, or tee section, fixed independently with connecting base plate etc as in fencing post, strut bend to shape, holes drilled/notches cut to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embeded to concrete .
M&L PCC 1:3:6 type B-2(Using 40mm graded crushed stone agg) as in wall, for embedding angle iron post including necessary form work and demolition of existing concrete complete all as specified and directed.,
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed
Removing excavated material (soil) n.exc 50m and deposited where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed.
BHARDWAJ ENTERPRISES (BID ID -3405428)
vishalconstruction (BID ID -3405802)
Decent Decorators (BID ID -3406282)
ShreHari Civil Enginneering and Contractors (BID ID -3406515)
agarwal and company (BID ID -3405227)
Mukund Engineers and Contractors (BID ID -3406023)
BSK Construction (BID ID -3404474)
Aakar Construction (BID ID -3407175)
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