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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Finance | ₹40.8 L | L1 | Admitted-Finance |
| 2 | L2₹49.4 LAdmitted-Finance A BLOCK FLAT NO 301 SPECTRA METRO HEIGHTS NAGOLE HYDERABAD RANGA REDDY TELANGANA 500 068 | HYDERABAD | RANGA REDDY | TELANGANA | 500068 | ₹49.4 L | L2 | Admitted-Finance |
| 3 | L3₹50.0 LAdmitted-Finance | ₹50.0 L | L3 | Admitted-Finance |
| 4 | L4₹50.0 LAdmitted-Finance | ₹50.0 L | L4 | Admitted-Finance |
| 5 | L5₹50.0 LAdmitted-Finance | ₹50.0 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s K Venkateswara Rao L1 | M/S K.SANJEEVA REDDY L7 | VAISHNOVI CONSTRUCTIONS L3 | Anjana corporation L6 | SM CONSTRUCTIONS L2 | Indu Electricals L5 | SRI SAI ENTERPRISES L8 | MM PROJECTS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 100 | Sqm | 198 ₹19,800 | 85 ₹8,500 | 19 ₹1,900 | 25 ₹2,500 | 15 ₹1,500 | 40 ₹4,000 | 64 ₹6,400 | 50 ₹5,000 |
| 2.00 | Disposal of building rubish/malba/loose rock (up to one cum each boulder) /similar unserviceable , dismantelled or waste material by mechenical means , including loading ,transporting , unloading to approved low laying area in RCI , beyond 50 mt initial leads including all lifts complete all as directed . | 50 | Cum | 486 ₹24,300 | 370 ₹18,500 | 305 ₹15,250 | 303 ₹15,150 | 300 ₹15,000 | 340 ₹17,000 | 355 ₹17,750 | 350 ₹17,500 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | 675.96 | Cum | 351 ₹2.4 L | 250 ₹1.7 L | 190 ₹1.3 L | 203 ₹1.4 L | 190 ₹1.3 L | 239 ₹1.6 L | 245 ₹1.7 L | 500 ₹3.4 L |
| 4.00 | Earth work in excavation by mechanical means 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, in hardrock where blasting is prohibited all as specified and directed by Engineer-in-charge. | 745.96 | Cum | 648 ₹4.8 L | 1,300 ₹9.7 L | 1,500 ₹11.2 L | 1,700 ₹12.7 L | 1,485 ₹11.1 L | 1,544 ₹11.5 L | 1,545 ₹11.5 L | 1,100 ₹8.2 L |
| 5.00 | Banking excavated earth in layers n xc 20cm in depth, breaking clods,watering , rolling each layerwith 1/2 tonne roller, or wooden or steel rammers, , in embankments etc lead up to 50m and lead up to 1.50 m in all kind of soil complete all as directed. | 675.96 | Cum | 684 ₹4.6 L | 240 ₹1.6 L | 173 ₹1.2 L | 200 ₹1.4 L | 170 ₹1.1 L | 220 ₹1.5 L | 225 ₹1.5 L | 750 ₹5.1 L |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering of 1:3:6 (1 Cement : 3 coarse sand derived recycle aggregate : 6 graded stone aggregate 40 mm nominal size ) as in bed of drain , and mass concrete etc. | 27.21 | Cum | 3,429 ₹93,303.09 | 5,070 ₹1.4 L | 5,000 ₹1.4 L | 5,000 ₹1.4 L | 5,000 ₹1.4 L | 5,040 ₹1.4 L | 5,555 ₹1.5 L | 5,000 ₹1.4 L |
| 7.00 | M&L for Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 241.95 | Cum | 1,980 ₹4.8 L | 6,570 ₹15.9 L | 6,500 ₹15.7 L | 5,700 ₹13.8 L | 6,499 ₹15.7 L | 6,540 ₹15.8 L | 6,555 ₹15.9 L | 7,000 ₹16.9 L |
| 8.00 | Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources as in surface channel complete all as specified and directed. | 7.52 | Cum | 7,830 ₹58,881.60 | 7,070 ₹53,166.40 | 7,000 ₹52,640 | 7,010 ₹52,715.20 | 7,000 ₹52,640 | 7,040 ₹52,940.80 | 7,555 ₹56,813.60 | 5,000 ₹37,600 |
| 9.00 | M&L, PCC 1:2:4 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources), type B1 as in coping including necessary formwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 7.61 | Cum | 9,000 ₹68,490 | 8,570 ₹65,217.70 | 8,500 ₹64,685 | 8,510 ₹64,761.10 | 8,500 ₹64,685 | 8,540 ₹64,989.40 | 8,555 ₹65,103.55 | 5,000 ₹38,050 |
| 10.00 | M&L for flush pointing in CM (1:4) over concrete/stone masonary surfaces complete all as s pecified and directed. | 415 | SQM | 576 ₹2.4 L | 370 ₹1.5 L | 303 ₹1.3 L | 300 ₹1.2 L | 300 ₹1.2 L | 340 ₹1.4 L | 355 ₹1.5 L | 500 ₹2.1 L |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
18 Dec 2025, 6:00 pmClosed
GE(I) R AND D RCI, HYDERABAD
GE(I) RND RCI, MILITARY ENGINEER SERVICES, VIGNYANAKANCHA, RCI, HYDERABAD
PROVISION OF STORM WATER DRAIN, RETAINING WALL CULVERT AND SITE DEVELOPMENT STORAGE SHED AT CEMC BLDG 0603 AND GYM AND OLD BADMINTON COURT AT RCI HYDERABAD
2025_MES_741706_1
8343
Open Tender
Civil Works
120 days
GE(I) R AND D RCI, HYDERABAD
MES enlisted Class D category a i Un enlisted Meeting enlistment criteria of D class in MES and having no recovery pending. For further details ref NIT
8 documents required · 8 mandatory
₹500
Yes
GE(I) R AND D RCI, HYDERABAD
₹94,000
Yes
13 Jan 2026
27 Nov 2025
20 Dec 2025
27 Nov 2025
18 Dec 2025
11 Dec 2025
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Disposal of building rubish/malba/loose rock (up to one cum each boulder) /similar unserviceable , dismantelled or waste material by mechenical means , including loading ,transporting , unloading to approved low laying area in RCI , beyond 50 mt initial leads including all lifts complete all as directed .
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Earth work in excavation by mechanical means 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, in hardrock where blasting is prohibited all as specified and directed by Engineer-in-charge.
Banking excavated earth in layers n xc 20cm in depth, breaking clods,watering , rolling each layerwith 1/2 tonne roller, or wooden or steel rammers, , in embankments etc lead up to 50m and lead up to 1.50 m in all kind of soil complete all as directed.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering of 1:3:6 (1 Cement : 3 coarse sand derived recycle aggregate : 6 graded stone aggregate 40 mm nominal size ) as in bed of drain , and mass concrete etc.
M&L for Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources as in surface channel complete all as specified and directed.
M&L, PCC 1:2:4 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources), type B1 as in coping including necessary formwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
M&L for flush pointing in CM (1:4) over concrete/stone masonary surfaces complete all as s pecified and directed.
Returning filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc as and where required complete all as specified and directed by Engr-in-Charge.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes of 75 mm diameter as in weep hole.
Providing and laying non-pressure NP2 class (light duty) 450mm R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
Providing and laying in position reinforced cement concrete 1:1.5:3 delevered from natural cource : 3 graded stone aggregate 20mm nominal size derived from natural source as in slab up to plinth level .
M&L centering and shuttering , propping etc and removal of form work for suspended floor , roof slab, landings, balcony and acess plateform up to plinth height.
M&L for reinforcement bars for RCC work including straightening , cutting , bending , placing in position and binding using TMT Fe 550 D steel bars up to plinth level .
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering
Excavating holes in all kinds of soil more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.
Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing all as specified and directed.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Painting with synthetic enamel paint two or more coats on new steel work of approved brand and manufacture to give an even shade over a priming coat wth ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete all as specified and as directed.
S&F, Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet / trapezoidal steel sheet 0.50mm base metal thickness of any colour having tensile strength of 550MPa as in roof covering/cladding to wall, fixed with self tapping screws and EPDM washers complete all as specified and directed.
Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering
Providing and laying in position cement concrete of 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering
S&F Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works, all complete all as directed.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
Demolishing of any type of nominal cement concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge
Providing and laying in position Cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natura lsources) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete excluding the cost of centring and shuttering all as specified.
Dismantling of wooden flooring in badminton court incl all accessories like scantling and other fixing fixtures complete all as directed
M&L Wooden flooring in badminton courts and squash courts made of Maple wood flooring 20mm x 57/83mm, tongue and groove bonded , klin dried and treated for termites finished with anti slip polyethane finish fixed over wooden sleeper made from Pine/Fir 63mm x 32mm x 100mm thick planks chemically treated for termites installed 450mm centre to centre with 8mm thick cushion pads placed under wooden sleepers and line marking on floor as per WSF/ WBF standards including taking down old existing wooden flooring all as specified and as directed.
Taking down venyl flooring and refixing with approved adhesive all as required and directed by engineer in charge.
M&L for point wiring with single core PVC insulated FRLS unsheathed, 1100 volt grade cable with multi strand copper conductor of size 1.5 Sq mm (Nominal area) drawn through and including non metallic PVC casing & caping or PVC conduit, medium grade, as directed/ ground requirement, ISI marked of suitable size, surface on wall, ceiling with GI screws, rawl plugs with all fittings including Tee, Junction boxes and provision of pressed steel terminal box powder coated or PVC Box of suitable size with 3 mm thick laminated or PVC sheet cover for mounting switch sockets and regulators and drawing continuous earth wire of PVC insulated FRLS unsheathed 1100 Volts grade cable with stranded copper conductor of size 1.5 Sq mm (Nominal area) complete all as specified and directed. (a) One light /exhaust fan/bell point /Ceiling fan controlled by one switch.
Supply and fix Ceiling rose,surface type bakelite of size 65x50 mm, 2 to 3 terminal, PVC/ polycarbonate insulated body complete all as specified and directed.
Supply and fix switch piano flush type 5/6 Amps,single pole, one way on laminated sheet complete all as specified and directed.
Material an Labour for opening of stone or brick wall carefully suitable for fixing exhaust fan and finished the surface neatly complete all as specified and directed
S & F Exhaust Fan, AC single phase, 230 volts of size 450 mm sweep, built in louvers including all necessary arrangements complete all as specified and directed
SM CONSTRUCTIONS (BID ID -3501988)
VAISHNOVI CONSTRUCTIONS (BID ID -3501714)
MM PROJECTS (BID ID -3501793)
Indu Electricals (BID ID -3502016)
Anjana corporation (BID ID -3501824)
M/S K.SANJEEVA REDDY (BID ID -3501707)
SRI SAI ENTERPRISES (BID ID -3501708)
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