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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹34.2 LAccepted-AOC | l1 | Accepted-AOC TENDER FOUND LOWEST AND REASONABLE HENCE ACCEPTED | |
| 2 | l2₹35.4 L+₹1.2 L (3.54%)Rejected-AOC | l2 | Rejected-AOC NOT LOWEST | |
| 3 | l3₹36.3 L+₹2.1 L (6.26%)Rejected-AOC D 16 OF HQ ADG P CHENNAI PLOT NO 97 SANTOSH NAGAR BALAJI NAGAR NEAR CURRENT OFFICE MEDCHAL MALKAJGIRI TELANGANA 500087 | MEDCHAL MALKAJGIRI | TELANGANA | 500087 | l3 | Rejected-AOC NOT LOWEST | |
| 4 | l4₹38.0 L+₹3.8 L (11.2%)Rejected-AOC | l4 | Rejected-AOC NOT LOWEST | |
| 5 | l5₹38.4 L+₹4.2 L (12.4%)Rejected-AOC | l5 | Rejected-AOC NOT LOWEST |
| Sl No | Description | Qty | Unit | K CHANDRAPAL REDDY L7 | SAI RUPA CONSTRUCTIONS L10 | STANDARD AGENCIES L8 | M/S DIVIJA BUILDERS L5 | M/s GM Constructions L1 | KR PADMAVATHI CONSTRUCTIONS L2 | VACON INFRASTRUCTURES L11 | M/S RADHIKA ENTERPRISES L3 | BEEGEE DESIGN SYSTEMS L4 | m. surender singh L9 | Squad 7 Projects and Services Pvt Ltd L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars,etc, but excluding ashlarfacings, dressedstonework and precastconcrete articles complete all as specified and as directed. | 114 | Cum | 450 ₹51,300 | 450 ₹51,300 | 330 ₹37,620 | 150 ₹17,100 Lowest | 360 ₹41,040 | 550 ₹62,700 | 200 ₹22,800 | 225 ₹25,650 | 345 ₹39,330 | 279 ₹31,806 | 750 ₹85,500 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, any kind of soil complete all as specified and as directed. | 554.4 | Cum | 270 ₹1,49,688 | 360 ₹1,99,584 | 278 ₹1,54,123.2 | 220 ₹1,21,968 | 360 ₹1,99,584 | 180 ₹99,792 Lowest | 250 ₹1,38,600 | 225 ₹1,24,740 | 345 ₹1,91,268 | 225 ₹1,24,740 | 1,450 ₹8,03,880 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means areas exc. 1.5M and n exc 3.0M deep and getting out in any type of soil complete all as specified and as directed. | 96 | Cum | 333 ₹31,968 | 405 ₹38,880 | 330 ₹31,680 | 240 ₹23,040 | 405 ₹38,880 | 200 ₹19,200 Lowest | 400 ₹38,400 | 225 ₹21,600 | 360 ₹34,560 | 333 ₹31,968 | 1,450 ₹1,39,200 |
| 4.00 | M & L for plain cement concrete (1:4:8), type D2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete. complete all as specified and as directed. | 43.2 | Cum | 3,789 ₹1,63,684.8 | 2,700 ₹1,16,640 | 3,333 ₹1,43,985.6 | 3,200 ₹1,38,240 | 2,250 ₹97,200 | 4,500 ₹1,94,400 | 1,500 ₹64,800 Lowest | 4,455 ₹1,92,456 | 3,600 ₹1,55,520 | 5,229 ₹2,25,892.8 | 4,500 ₹1,94,400 |
| 5.00 | M & L for formwork to side of concrete foundations, footings, plinth beams etc. complete all as specified and as directed. | 80.52 | sqm | 720 ₹57,974.4 | 540 ₹43,480.8 | 555 ₹44,688.6 | 590 ₹47,506.8 | 405 ₹32,610.6 | 375 ₹30,195 Lowest | 400 ₹32,208 | 540 ₹43,480.8 | 610 ₹49,117.2 | 639 ₹51,452.28 | 450 ₹36,234 |
| 6.00 | M & L for form work to faces of wall, retaining walls, abutments etc in fair finished concrete surfaces complete all as specified and as directed. | 917.47 | Sqm | 720 ₹6,60,576.6 | 720 ₹6,60,576.6 | 589 ₹5,40,388.36 | 600 ₹5,50,480.5 | 360 ₹3,30,288.3 Lowest | 425 ₹3,89,923.69 | 400 ₹3,66,987 | 450 ₹4,12,860.38 | 610 ₹5,59,655.17 | 639 ₹5,86,261.73 | 1,050 ₹9,63,340.88 |
| 7.00 | M & L for Reinforced cement concrete M25 (design mix) using 20mm graded crushed stone aggregate as in foundation, foundation beams, plinth beams bases for columns etc. complete all as specified and as directed. | 72.6 | Cum | 6,120 ₹4,44,312 | 7,200 ₹5,22,720 | 5,555 ₹4,03,293 | 6,400 ₹4,64,640 | 5,940 ₹4,31,244 | 5,200 ₹3,77,520 | 9,000 ₹6,53,400 | 6,660 ₹4,83,516 | 4,800 ₹3,48,480 | 7,119 ₹5,16,839.4 | 92.93 ₹6,746.72 Lowest |
| 8.00 | M & L RCC M25 grade (Design Mix) using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footing including attached pilasters and buttresses complete all as specified and as directed. | 117.34 | Cum | 6,300 ₹7,39,226.25 | 7,200 ₹8,44,830 | 5,785 ₹6,78,797.44 | 6,500 ₹7,62,693.75 | 5,940 ₹6,96,984.75 | 5,000 ₹5,86,687.5 | 10,000 ₹11,73,375 | 6,660 ₹7,81,467.75 | 4,800 ₹5,63,220 | 7,299 ₹8,56,446.41 | 350 ₹41,068.12 Lowest |
| 9.00 | Returning filling in, including spreading leveling watering and well ramming in layers not exc 25cm. complete all as specified and as directed. | 321.26 | Cum | 90 ₹28,913.63 | 81 ₹26,022.26 | 65 ₹20,882.06 | 75 ₹24,094.69 | 63 ₹20,239.54 | 120 ₹38,551.5 | 80 ₹25,701 | 99 ₹31,804.99 | 90 ₹28,913.63 | 45 ₹14,456.81 Lowest | 411.21 ₹1,32,106.35 |
| 10.00 | Removing excavated soil material exceeding 500 KM but not exc 1.5 KM and deposited where directed at a level not exceeding 1.50 m above the starting point complete all as specified and as directed. | 233.14 | Cum | 270 ₹62,947.13 | 144 ₹33,571.8 | 78 ₹18,184.73 | 80 ₹18,651 | 144 ₹33,571.8 | 90 ₹20,982.38 | 80 ₹18,651 | 99 ₹23,080.61 | 117 ₹27,277.09 | 63 ₹14,687.66 Lowest | 550 ₹1,28,225.63 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
24 Jul 2025, 6:00 pmClosed
SHRI MASUD ALI, IDSE
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD PIN - 500003
ADDN / ALTN AND SPL REPAIR TO RETAINING WALL UPTO HEIGHT OF 3.0 MTR HEIGHT IN THE PREMISES OF SECONDARY BLOCK OF KV (PICKET) SECUNDERABAD UNDER AGE BR(S) NO-II OF GE (SOUTH) SECUNDERABAD
2025_MES_718465_1
GE(S)/SEC/TOKEN-09 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
SECUNDERABAD
For Enlisted contractors class D and above category a (i) and for unenlisted contractors meeting the eligibility criteria of above class and category for along eligible class with EMD
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
₹87,500
Yes
28 Aug 2025
4 Jul 2025
1 Aug 2025
4 Jul 2025
24 Jul 2025
18 Jul 2025
4 Jul 2025 - 17 Jul 2025
Amount
Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars,etc, but excluding ashlarfacings, dressedstonework and precastconcrete articles complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, any kind of soil complete all as specified and as directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means areas exc. 1.5M and n exc 3.0M deep and getting out in any type of soil complete all as specified and as directed.
M & L for plain cement concrete (1:4:8), type D2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete. complete all as specified and as directed.
M & L for formwork to side of concrete foundations, footings, plinth beams etc. complete all as specified and as directed.
M & L for form work to faces of wall, retaining walls, abutments etc in fair finished concrete surfaces complete all as specified and as directed.
M & L for Reinforced cement concrete M25 (design mix) using 20mm graded crushed stone aggregate as in foundation, foundation beams, plinth beams bases for columns etc. complete all as specified and as directed.
M & L RCC M25 grade (Design Mix) using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footing including attached pilasters and buttresses complete all as specified and as directed.
Returning filling in, including spreading leveling watering and well ramming in layers not exc 25cm. complete all as specified and as directed.
Removing excavated soil material exceeding 500 KM but not exc 1.5 KM and deposited where directed at a level not exceeding 1.50 m above the starting point complete all as specified and as directed.
Material and labour for 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 MS wire (annealed) not less than 0.90mm dia confirming to Fe 500 D. complete all as specified and as directed.
S & F PVC pipe 75mm dia as in weep holes complete all as specified and as directed.
M & L Boulder filling with brokan stones or boulders of gauge 40 to 80 mm as specified in weep holes complete all as specified and as directed.
KR PADMAVATHI CONSTRUCTIONS (BID ID -3369703)
M/S RADHIKA ENTERPRISES (BID ID -3369443)
BEEGEE DESIGN SYSTEMS (BID ID -3369787)
M/S DIVIJA BUILDERS (BID ID -3370223)
Squad 7 Projects and Services Pvt Ltd (BID ID -3364128)
K CHANDRAPAL REDDY (BID ID -3364169)
STANDARD AGENCIES (BID ID -3369273)
m. surender singh (BID ID -3370438)
SAI RUPA CONSTRUCTIONS (BID ID -3368665)
VACON INFRASTRUCTURES (BID ID -3369811)
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