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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | L1 | Accepted-AOC Contract is awarded to M/s Bhavin Infra | |
| 2 | L2₹39.1 L+₹9,287.85 (0.24%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 3 | L3₹39.6 L+₹60,782.25 (1.56%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 4 | L4₹39.6 L+₹60,842.90 (1.56%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 5 | L5₹40.2 L+₹1.2 L (3.14%)Rejected-Finance | L5 | Rejected-Finance Rejected being other than lowest quoted rate |
| Sl No | Description | Qty | Unit | BHAVIN INFRA L1 | KAMINS CARE L4 | Maruti Abhiyantriki L5 | Ms. S.K. ASSOCIATES L8 | OM SAI ASSOCIATES L2 | M/s Meher Construction L3 | M/s Swaroop Enterprises L9 | AZAD SERVICES L10 | M/s. Shahabad Enterprises L6 | m/s shivam tools and equipment L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for attending break down of water supply pipe line and repair to CI/DI/GI water mains of size 80 mm to 150 mm dia at a given notice by the Engineer-in-Charge including necessary excavation in mud/ any type of soil by manual means or by using special T &P etc till locating the fault, De-watering from the trenches by using pump sets, deploying T & P till rectification of leakages, RFR in trenches after rectification of leakages after replacement of required pipes and fittings and removal of surplus soil complete all as specified and as directed.
Notes :- (a) The required lengths of CI/DI/GI pipes and fittings/ specials shall be measured and paid separetely as supply and fixing under relevant items.
(b) The quoted rated is deemed to be inclusive of transportation and other expenses required for the resource deployment at the complaint site around scattered Military station under AOR of GE (S) Ahilynagar.
(c) The complaint shall be rectifed by the Contractor within 24 Hrs after receivng the complaint. If the Contractor fails to attend the same a plenty of Rs 5000.00 per day will be deducted from his dues. | 6 | Each job | 6,500 ₹39,000 | 7,900 ₹47,400 | 5,500 ₹33,000 | 8,000 ₹48,000 | 7,200 ₹43,200 | 5,200 ₹31,200 Lowest | 9,200 ₹55,200 | 8,800 ₹52,800 | 7,800 ₹46,800 | 6,600 ₹39,600 |
| 2.00 | M & L for attending break down of water supply pipe line and repair to CI/DI/GI water mains of size 200 mm to 300 mm dia at a given notice by the Engineer-in-Charge including necessary excavation in mud/ any type of soil by manual means or by using special T &P etc. till locating the fault, De-watering from the trenches by using pump sets, deploying T & P till rectification of leakages, RFR in trenches after rectification of leakages after replacement of required pipes and fittings and removal of surplus soil complete all as specified and as directed.
Notes :- (a) The required lengths of CI/DI/GI pipes and fittings/ specials shall be measured and paid separetely as supply and fixing under relevant items.
(b) The quoted rated is deemed to be inclusive of transportation and other expenses required for the resource deployment at the complaint site around scattered Military station under AOR of GE (S) Ahilynagar.
(c) The complaint shall be rectifed by the Contractor within 24 Hrs after receivng the complaint. If the Contractor fails to attend the same a plenty of Rs 5000.00 per day will be deducted from his dues. | 6 | Each job | 9,000 ₹54,000 | 9,700 ₹58,200 | 7,500 ₹45,000 Lowest | 10,000 ₹60,000 | 10,000 ₹60,000 | 9,900 ₹59,400 | 11,500 ₹69,000 | 11,000 ₹66,000 | 10,000 ₹60,000 | 9,270 ₹55,620 |
| 3.00 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | 446.5 | Cum | 235 ₹1,04,927.5 | 275 ₹1,22,787.5 | 200 ₹89,300 | 200 ₹89,300 | 250 ₹1,11,625 | 300 ₹1,33,950 | 230 ₹1,02,695 | 220 ₹98,230 | 145 ₹64,742.5 Lowest | 275 ₹1,22,787.5 |
| 4.00 | Excavation in trenches not exc 1.50 m wide and exc 1.50 m but not exc 3.0 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and exc 1.50 m but not exc 3.0 m deep and getting out in soft / loose soil complete all as specified and as directed. | 168 | Cum | 275 ₹46,200 | 326 ₹54,768 | 285 ₹47,880 | 250 ₹42,000 Lowest | 300 ₹50,400 | 320 ₹53,760 | 285 ₹47,880 | 275 ₹46,200 | 250 ₹42,000 Lowest | 300 ₹50,400 |
| 5.00 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard / dense soil complete all as specified and as directed. | 84 | Cum | 378 ₹31,752 | 475 ₹39,900 | 355 ₹29,820 | 400 ₹33,600 | 410 ₹34,440 | 380 ₹31,920 | 390 ₹32,760 | 425 ₹35,700 | 350 ₹29,400 Lowest | 400 ₹33,600 |
| 6.00 | Excavation in trenches not exc 1.50 m wide and exc 1.50 m but not exc 3.0 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and exc 1.50 m but not exc 3.0 m deep and getting out in hard / dense soil complete all as specified and as directed. | 84 | Cum | 465 ₹39,060 | 455 ₹38,220 | 510 ₹42,840 | 375 ₹31,500 Lowest | 500 ₹42,000 | 450 ₹37,800 | 440 ₹36,960 | 425 ₹35,700 | 500 ₹42,000 | 475 ₹39,900 |
| 7.00 | Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. | 582.84 | Cum | 75 ₹43,713 | 110 ₹64,112.4 | 70 ₹40,798.8 | 60 ₹34,970.4 Lowest | 90 ₹52,455.6 | 70 ₹40,798.8 | 65 ₹37,884.6 | 65 ₹37,884.6 | 100 ₹58,284 | 80 ₹46,627.2 |
| 8.00 | Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. | 199.69 | Cum | 100 ₹19,969 | 95 ₹18,970.55 | 80 ₹15,975.2 Lowest | 100 ₹19,969 | 120 ₹23,962.8 | 100 ₹19,969 | 114 ₹22,764.66 | 110 ₹21,965.9 | 100 ₹19,969 | 120 ₹23,962.8 |
| 9.00 | Supply, laying, jointing and testing in replacement ductile iron pipes with spigot and socket ends, centrifugally cast, class -K 7, conforming to IS 8329 of 100 mm bore in any length, laid in trenches/ pipe support etc, pressure testing after laying complete as per IS- 12288 including styrene butadiene rubber gasket joints complete all as specified and as directed by Engr-in-Charge.
Note:- Tyton joints required are deemed to be included in the unit rate | 96 | RM | 2,000 ₹1,92,000 | 1,900 ₹1,82,400 | 2,100 ₹2,01,600 | 2,165 ₹2,07,840 | 2,150 ₹2,06,400 | 2,350 ₹2,25,600 | 1,800 ₹1,72,800 Lowest | 1,900 ₹1,82,400 | 2,050 ₹1,96,800 | 2,060 ₹1,97,760 |
| 10.00 | All as per serial item No 9.00 here-in-before but for 150 mm bore. | 360 | RM | 2,900 ₹10,44,000 | 3,000 ₹10,80,000 | 3,100 ₹11,16,000 | 3,230 ₹11,62,800 | 2,850 ₹10,26,000 | 2,860 ₹10,29,600 | 2,800 ₹10,08,000 Lowest | 3,400 ₹12,24,000 | 3,100 ₹11,16,000 | 3,000 ₹10,80,000 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
8 Oct 2025, 6:00 pmClosed
Shri Milind Mulik, (AE QS and C)
Military Engineer Services, Garrison Engineer (South) Ahilyanagar - 414002
REPAIR / REPLACEMENT OF EXTERNAL WATER SUPPLY RISING MAINS / DISTRIBUTION GI/DI/CI LINES, CONTROL VALVES AND ALLIED E/M MISC WORKS AT ACC and S AREA UNDER GE (S) AHILYANAGAR
2025_MES_731418_1
8257/E8
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
270 days
Ahilyanagar
Class D Cat a(ii)
8 documents required · 8 mandatory
₹500
Garrison Engineer (South) Ahilyanagar
₹80,000
Yes
29 Jan 2026
18 Sept 2025
10 Oct 2025
18 Sept 2025
8 Oct 2025
2 Oct 2025
18 Sept 2025 - 25 Sept 2025
Amount
M & L for attending break down of water supply pipe line and repair to CI/DI/GI water mains of size 80 mm to 150 mm dia at a given notice by the Engineer-in-Charge including necessary excavation in mud/ any type of soil by manual means or by using special T &P etc till locating the fault, De-watering from the trenches by using pump sets, deploying T & P till rectification of leakages, RFR in trenches after rectification of leakages after replacement of required pipes and fittings and removal of surplus soil complete all as specified and as directed. Notes :- (a) The required lengths of CI/DI/GI pipes and fittings/ specials shall be measured and paid separetely as supply and fixing under relevant items. (b) The quoted rated is deemed to be inclusive of transportation and other expenses required for the resource deployment at the complaint site around scattered Military station under AOR of GE (S) Ahilynagar. (c) The complaint shall be rectifed by the Contractor within 24 Hrs after receivng the complaint. If the Contractor fails to attend the same a plenty of Rs 5000.00 per day will be deducted from his dues.
M & L for attending break down of water supply pipe line and repair to CI/DI/GI water mains of size 200 mm to 300 mm dia at a given notice by the Engineer-in-Charge including necessary excavation in mud/ any type of soil by manual means or by using special T &P etc. till locating the fault, De-watering from the trenches by using pump sets, deploying T & P till rectification of leakages, RFR in trenches after rectification of leakages after replacement of required pipes and fittings and removal of surplus soil complete all as specified and as directed. Notes :- (a) The required lengths of CI/DI/GI pipes and fittings/ specials shall be measured and paid separetely as supply and fixing under relevant items. (b) The quoted rated is deemed to be inclusive of transportation and other expenses required for the resource deployment at the complaint site around scattered Military station under AOR of GE (S) Ahilynagar. (c) The complaint shall be rectifed by the Contractor within 24 Hrs after receivng the complaint. If the Contractor fails to attend the same a plenty of Rs 5000.00 per day will be deducted from his dues.
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed.
Excavation in trenches not exc 1.50 m wide and exc 1.50 m but not exc 3.0 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and exc 1.50 m but not exc 3.0 m deep and getting out in soft / loose soil complete all as specified and as directed.
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard / dense soil complete all as specified and as directed.
Excavation in trenches not exc 1.50 m wide and exc 1.50 m but not exc 3.0 m deep for foundation, laying of pipes, cables or for shafts, wells cesspits, man holes, valve pits etc not exc 10 Sqm on plan and exc 1.50 m but not exc 3.0 m deep and getting out in hard / dense soil complete all as specified and as directed.
Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
Supply, laying, jointing and testing in replacement ductile iron pipes with spigot and socket ends, centrifugally cast, class -K 7, conforming to IS 8329 of 100 mm bore in any length, laid in trenches/ pipe support etc, pressure testing after laying complete as per IS- 12288 including styrene butadiene rubber gasket joints complete all as specified and as directed by Engr-in-Charge. Note:- Tyton joints required are deemed to be included in the unit rate
All as per serial item No 9.00 here-in-before but for 150 mm bore.
All as per serial item No 9.00 here-in-before but for 200 mm bore.
All as per serial item No 9.00 here-in-before but for 250 mm bore.
All as per serial item No 9.00 here-in-before but for 300 mm bore.
S&F in replacement for CI / DI fittings and specials such as Bends (any type, radius and angle), Tapers any type (straight, bend, increasing, decreasing or double socket etc.), Tee pieces, single branch, "Y" junction, double branch, cross (all sockets or socket and spigot), Collars, Caps, Plugs, Connecting pieces one end flanged and other end socketed or spigot ends or all socketed / spigot ends etc, suitable upto 150 mm bore pipe complete all as specified and as directed.
All as per serial item No 14.00 here-in-before but for 200 to 300 mm bore pipe.
M&L for run lead joints suitable for 100mm bore dia pipe, spigot and socket ends complete and pressure testing all as specified and as directed.
All as per serial item No 16.00 here-in-before but for 150 mm bore pipe.
All as per serial item No 16.00 here-in-before but for 200 mm bore pipe.
All as per serial item No 16.00 here-in-before but for 250 mm bore pipe.
All as per serial item No 16.00 here-in-before but for 300 mm bore pipe.
M&L for taking out sluice valves of size 80 mm bore, refacing, re-grinding, repacking stuffing box of sluice valve spindle of any make any type, including taking apart and reassembling, re-fixing, replacing nuts, bolts, washers, Gland rope all as per site requirement complete and make it serviceable complete all as specified and as directed.
All as per serial item No 21.00 here-in-before but 100 mm bore.
All as per serial item No 21.00 here-in-before but 150 mm bore.
All as per serial item No 21.00 here-in-before but 200 mm bore.
All as per serial item No 21.00 here-in-before but 250 mm bore.
All as per serial item No 21.00 here-in-before but 300 mm bore.
Supply and fix in replacement sluice valve of size 150 mm bore, cast iron, long body, both ends flanged as per IS-14846 and drilled with stainless steel spindle iron wheel head and as per pressure rating PN 1.6, Class I, ISI Marked alongwith nuts, bolts, washers , gaskets etc. incl taking out old/ UNSV sluice valve from valve chamber / trenches complete all as specified and as directed.
All as per serial item No 27.00 here-in-before but 200 mm bore.
All as per serial item No 27.00 here-in-before but 250 mm bore.
All as per serial item No 27.00 here-in-before but 300 mm bore.
Supply and fix in replacement cast iron Non Return Valve (Reflux) 150 mm bore size , both ends flanged as per IS - 1538, pressure rating PN 1.6 with by pass arrangements complete including suitable flanges, nuts, bolts, washers and rubbber gaskets including all suitable T&Ps and specialised manpower complete all as specified and as directed.
Supply and fix in replacement cast iron body ball type foot valve of size 80 mm bore flanged as per IS - 4038 incl nuts, bolts, washers and rubbber gaskets complete all as specified & as directed.
All as per serial item No 32.00 here-in-before but 100 mm size.
All as per serial item No 32.00 here-in-before but 150 mm size.
All as per serial item No 32.00 here-in-before but 200 mm size.
Supply and fix in replacement mechanical joint having 2 Nos CI / DI Sockets, 1 No CI / DI Collar and 2 Nos styrene butadiene rubber gaskets for 80 mm bore pipe alongwith nuts, bolts, washers , gaskets etc. including cutting CI / DI pipe and reducing to required length for insertion in position of mechanical joint complete conncted with line all complete as specified and directedby Engr-in-Charge.
All as per serial item No 36.00 here-in-before but for 100 mm bore pipe.
All as per serial item No 36.00 here-in-before but for 150 mm bore pipe.
All as per serial item No 36.00 here-in-before but for 200 mm bore pipe.
All as per serial item No 36.00 here-in-before but for 250 mm bore pipe.
All as per serial item No 36.00 here-in-before but for 300 mm bore pipe.
M&L for construction of valve pit/chamber of Internal dimensions 1200 mm x 1200 mm x 1200 mm, using PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) for foundation, 23 cm thick, fly ash brick wall built in cement mortar (1:4) ,15 mm thick rendering all around the brick work in cement mortar (1:4), 75 mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregates in coping including necessary form work, 3 coats of white wash on rendered surfaces and on coping, 2 mm thick mild steel top sheet cover with frame made out of 40x40x6 mm angle iron, locking arrangement, including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primer including demolition of existing valve chamber and clearing the debris complete all as specified and as directed.
All as per serial item No 42.00 here-in-before but internal dimensions 900 mm x 900 mm x 900 mm
All as per serial item No 42.00 here-in-before but internal dimensions 600 mm x 600 mm x 600 mm
OM SAI ASSOCIATES (BID ID -3445827)
M/s Meher Construction (BID ID -3445848)
KAMINS CARE (BID ID -3443297)
Maruti Abhiyantriki (BID ID -3444601)
M/s. Shahabad Enterprises (BID ID -3444413)
m/s shivam tools and equipment (BID ID -3445868)
Ms. S.K. ASSOCIATES (BID ID -3444886)
M/s Swaroop Enterprises (BID ID -3444607)
AZAD SERVICES (BID ID -3443402)
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