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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | ₹3.0 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹3.2 Cr+₹25.7 L (8.59%)Rejected-AOC FLAT NO 03 PANCHAVATI BUILDING ADARSH NAGAR CHICALIM GOA 403711 | SOUTH GOA | GOA | 403711 | ₹3.2 Cr+₹25.7 L (8.59%) | L2 | Rejected-AOC NOT BEING L1 |
| 3 | L3₹3.3 Cr+₹28.9 L (9.66%)Rejected-AOC 0001D ATM HOUSE AIR FORCE NEENA THAPA GORAKHPUR UTTAR PRADESH 273008 UDYAM UP 32 0054752 | GORAKHPUR | UTTAR PRADESH | 273008 | ₹3.3 Cr+₹28.9 L (9.66%) | L3 | Rejected-AOC NOT BEING L1 |
| 4 | S Balbir Singh L4₹3.4 Cr+₹41.8 L (14.0%)Rejected-AOC | ₹3.4 Cr+₹41.8 L (14.0%) | L4 | Rejected-AOC NOT BEING L1 |
| 5 | L5₹3.4 Cr+₹44.2 L (14.8%)Rejected-AOC NO 18 8 254 26 RAKSHAPURAM SAIDABAD POST HYDERABAD 500 005 | HYDERABAD | HYDERABAD | TELANGANA | 500005 | ₹3.4 Cr+₹44.2 L (14.8%) | L5 | Rejected-AOC NOT BEING L1 |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L6 | om sai enterprises L3 | S Balbir Singh L4 | D R CONSTRUCTION L1 | M/s. P S REDDY L2 | Mr Madhusudhan Kotarki L7 | saradhi construction combines L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Schedule 'A' Part - I (B/R Works)
Demolition of cement Concrete (reinforced) in any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 112.88 | Cubic Metre | 801 ₹90,416.88 | 1,250 ₹1,41,100 | 1,500 ₹1,69,320 | 280 ₹31,606.4 Lowest | 350 ₹39,508 | 2,200 ₹2,48,336 | 300 ₹33,864 |
| 2.00 | Demolition of brick/ block work or stone/ PCC Block built in cement mortar complete all as specified and as directed. | 88.85 | Cubic Metre | 601 ₹53,398.85 | 990 ₹87,961.5 | 1,200 ₹1,06,620 | 50 ₹4,442.5 Lowest | 300 ₹26,655 | 1,200 ₹1,06,620 | 200 ₹17,770 |
| 3.00 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation or for laying cables/pipes etc. not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and as directed. | 455 | Cubic Metre | 1,001 ₹4,55,455 | 300 ₹1,36,500 | 300 ₹1,36,500 | 100 ₹45,500 Lowest | 100 ₹45,500 Lowest | 650 ₹2,95,750 | 250 ₹1,13,750 |
| 4.00 | Material and labour for PCC type D2 1:4:8 (40 mm graded stone aggregate) as in Foundation filling and mass concrete complete all as specified and as directed. | 5.26 | Cubic Metre | 4,001 ₹21,045.26 | 4,000 ₹21,040 Lowest | 5,000 ₹26,300 | 4,500 ₹23,670 | 5,000 ₹26,300 | 5,000 ₹26,300 | 5,000 ₹26,300 |
| 5.00 | Material and labour for RCC M-25 for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 23.5 | Cubic Metre | 6,001 ₹1,41,023.5 | 6,900 ₹1,62,150 | 6,500 ₹1,52,750 | 6,000 ₹1,41,000 Lowest | 7,000 ₹1,64,500 | 6,500 ₹1,52,750 | 7,000 ₹1,64,500 |
| 6.00 | Material and labour for RCC M-25 as in columns, pillars posts etc using 20mm graded stone aggregate complete all as specified and as directed. | 4.4 | Cubic Metre | 6,501 ₹28,604.4 | 6,900 ₹30,360 | 7,500 ₹33,000 | 6,000 ₹26,400 Lowest | 7,000 ₹30,800 | 6,800 ₹29,920 | 7,000 ₹30,800 |
| 7.00 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work all as specified and as directed. | 94.8 | Square Metre | 851 ₹80,674.8 | 300 ₹28,440 Lowest | 300 ₹28,440 Lowest | 500 ₹47,400 | 600 ₹56,880 | 2,000 ₹1,89,600 | 500 ₹47,400 |
| 8.00 | Material and labour for preparation of new steel and iron surfaces of any discription over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer first quality complete all as specified and as directed. | 5,788 | Square Metre | 71 ₹4,10,948 | 100 ₹5,78,800 | 100 ₹5,78,800 | 60 ₹3,47,280 Lowest | 100 ₹5,78,800 | 130 ₹7,52,440 | 70 ₹4,05,160 |
| 9.00 | Use and waste of Formwork to sides of pillars, posts, struts, piers, columns, and stanchions rough finished flat surfaces complete all as specified and as directed. | 34 | Square Metre | 851 ₹28,934 | 300 ₹10,200 Lowest | 500 ₹17,000 | 500 ₹17,000 | 550 ₹18,700 | 2,000 ₹68,000 | 500 ₹17,000 |
| 10.00 | Material and labour for mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends binding with and including mild steel wire not less then 0.9 mm dia or securing with clips quality conforming etc.complete all as specified and as directed | 2,041.7 | Kilogram | 99 ₹2,02,128.3 | 120 ₹2,45,004 | 80 ₹1,63,336 Lowest | 85 ₹1,73,544.5 | 90 ₹1,83,753 | 120 ₹2,45,004 | 90 ₹1,83,753 |
Tender Value
₹3.6 Cr
EMD Value
₹4.3 L
Closing Date
16 Sept 2025, 6:00 pmClosed
CE AF Bangalore
Chief Engineer AF Bangalore No. 2 DC Area MES Road Yeshwantpur Post Bangalore 560022
ADDN / ALTN TO EXISTING PERIMETER WALL IN VSV AREA AT AFS BIDAR
2025_MES_723525_1
801680/E8
Open Tender
Civil Works
Item Rate
450 days
Bidar
Refer NIT
8 documents required · 8 mandatory
₹2,000
GE (AF) BIDAR
₹4.3 L
Yes
9 Oct 2025
30 Jul 2025
23 Sept 2025
30 Jul 2025
16 Sept 2025
9 Sept 2025
31 Jul 2025 - 9 Aug 2025
Amount
Schedule 'A' Part - I (B/R Works) Demolition of cement Concrete (reinforced) in any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Demolition of brick/ block work or stone/ PCC Block built in cement mortar complete all as specified and as directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation or for laying cables/pipes etc. not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and as directed.
Material and labour for PCC type D2 1:4:8 (40 mm graded stone aggregate) as in Foundation filling and mass concrete complete all as specified and as directed.
Material and labour for RCC M-25 for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
Material and labour for RCC M-25 as in columns, pillars posts etc using 20mm graded stone aggregate complete all as specified and as directed.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work all as specified and as directed.
Material and labour for preparation of new steel and iron surfaces of any discription over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer first quality complete all as specified and as directed.
Use and waste of Formwork to sides of pillars, posts, struts, piers, columns, and stanchions rough finished flat surfaces complete all as specified and as directed.
Material and labour for mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends binding with and including mild steel wire not less then 0.9 mm dia or securing with clips quality conforming etc.complete all as specified and as directed
All as per serial item No.10 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders
Material and labour for Precast cement concrete block masonry with solid blocks, type C1 1:3:6 (using 20mm graded crushed hard granite stone aggregate) exceeding 10cm width & setting in C.M 1:6 complete all as specified and as directed.
Material and labour for rendering 15 mm thick in Cement Mortar 1:4 on fair faces of Brick Work or concrete surfaces, plastered surfaces finishing fair and even, complete all as specified and as directed.
Material and labour for applying two coats of cement base paint over a coat of primer including preparation of newly plastered wall surfaces complete all as specified and as directed.
Material and labour for 18-20mm thick Granite for gate column and wall (table rubbed and polished) for wall lining (veneering to wall) including 12mm thick backing coat in cement mortar (1:3) using suitable adhesive and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite all as specified and as directed.
Providing edge moulding to 18-20mm thick granite stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete all as specified and as directed.
Supply and fix Stainless steel letter/word Glossy silver finished Top raising 26GG raising ht 19mm grade 202, 12 Inch height and width 6-7 Inch, all as per manufacture instruction and approved design complete all as specified and as directed.
Supply and fix Stainless steel titanium golden steel logo 3D with Etching & raising Golden Glossy finish Raising top 22 gg, raising 24gg, Raising height 19mm. Size 24 Inch x 23 Inch Air force LOGO as per approved design complete all as specified and as directed.
Mateial and labour for Reinforced Cement Concrete (1:2:4) type B1 (20mm Graded Stone Aggregate) as in Lintels, Cills, Seismic and other Similar Bands, Copings, Bed Plates, etc including necessary formwork complete all as specified and as directed. Note: Reinforcement shall be measured and paid seperately.
Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and as directed.
Material and labour for mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed.
Supply and fix Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.60mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed.
Returning, filling in excavated soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed.
Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Cutting holes(mechanical means) of superficial area exceeding 250sqcm and not exceeding 500sqcm and min depth of 45cm into or through cement concrete column, slab, wall etc reinforced or otherwise for embedding post/pole on existing surface complete all as specified and as directed.
Dismantling existing barbed wire or mild steel work of any description all as specified and as directed.
Material and labour for Cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and as directed.
Supply and fix rolled mild steel as in joist, channel, angle or tee section Fe-410W Gde E-250 as in framed work and as in fencing post/pole strut bend to shape, holes drilled/ notches cut out to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embedded to concrete Fe-410W Gde E-250 quality B complete all as specified and as directed.
Supply and fix Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire, staples or steel pins etc complete all as specified and as directed. (Note : Each line wire to be measured) .
Supply and fix punched tape concertina coil of 450mm dia stretchable to 6m length (Approx weight 8.25 Kg each role +/- 5%) fixed using fins and wires to the angle iron post and well secured etc, all as specified and as directed. Note: Stretched length of concertina coil shall be measured in Running Metre.
Material and labour for providing cement concrete (1:2:4) type B1 (20mm graded stone aggregate) for coping of wall gate and similar work including necessary form work and setting in mortar complete with joints to match all as specified and as directed.
BLANK
Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
Removing excavated material to a distance exceeding 250m but not exceeding 500m and depositing where directed complete all as specified and as directed.
Supply and fix Prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.60mm thick of any colour having tensile strength of 550 Mpa 150AZ as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in hard / dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed.
Material and labour for mild steel work for tubular trusses, column, bresses including special shaped washer etc complete using ERW or Induction butt welded tubes, purlin, rafting and similar work all as specified and directed. confirming to IS 1161-1979 grade St.240 including necessary welding complete all as specified and as directed.
Material and labour for mild steel roof trusses (framed), trussed purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Fe-410- W(GdeE-250) quality B all as specified and as directed.
Material and labour for Mild steel Gusset plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe290 Gde-E-165 complete all as specified and as directed.
Material and labour for 1.25mm thick Mild steel 150mm dia sheet eaves gutters, galvanised class 3, half round with rounded edges complete all as specified and as directed.
Supply and fix 110mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.
Supply and fix PVC (SWR) bends of 110 mm dia pipe any radius complete all as specified and as directed.
Material and labour for mild steel Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates; hook and pintle hinges large hasps and staples; chains; hand made sliding bolts; clamps hold fasts wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed.
Excavation over areas not exceeding 1.5m deep and getting out in any type of soil complete all as specified and as directed.
Material and labour for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber Rolling and consolidating formation with exceeding 8 tonne and not exceeding12 Tonne power roller complete all as specified and as directed.
Material and labour for laying and compacting 250 mm thick (compacted thickness) Wet Mix Macadam (WMM) in three layer, grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradien and camber. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed.
Material and labour for 30 mm thick sand filling and spreading to a level surface over the PCC (M Sand) complete all as specified and as directed.
Material and labour for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade with grey cement and pigments, Designs/ Colours and Pattern of the paver blocks complete all as specifed and as directed.
Schedule 'A' Part - II (E/M Works) Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sqmm 4 core including provision of LT cable path indicator of RCC top semi circle shape of size 45x30 cm of 6 cm thick mentioning " LT cable MES" of black color letters and arrow mark on yellow color paint and embedded in depth of 20 cm min over the cable in PCC size complete and laying intervals 20 Mtr refer cable laying procedure compile with SSR Part -I Section 19.75.1 Note: Cable path indicators and end termination joints with aluminium lugs/thimbles deemed to include with quoted rates
All as per Item No 49 above here in before but cable size 10 sqmm 4 core, 1100 Volts grade with stranded aluminium conductor all as specified.
All as per Item No 49 above here in before but cable size 6 sqmm 2 core, 1100 Volts grade with stranded aluminium conductor all as specified.
Material and labour for cable cushioning shall be riddled earth by sieving excavated soil as per IS - 1255-1983 as in cable cushioning punned depth upto 18cm thick complete all as specified and as directed. Note :- (a) Excavated soil shall be riddled by using sieve to seperate composite particles etc as per IS-1255-1983. (b) Returning filling of trench shall be measured and paid seperately.
Supply and lay reinforced pre cast concrete cable cover class LV type 1 plat size 250x150x40 mm laid in trenches as protection to cables complete all as specified and as directed.
Supply and lay 40 mm dia Galvanised steel tubing light grade with all necessary fittings laid in trenches, fixed to walls, poles, under road/ floor etc for cable protection complete all as specified and as directed.
Supply and lay 50mm dia GI Steel tubing light grade along with fittings in trenches/wall for cable protection complete all as specified and as directed.
Supply and lay 75 mm dia HDPE pipes PN 10 with fittings, laid in trenches/wall for protection of underground cable when crossing the road/fixing on wall complete all as specified and as directed.
Supply and lay 50 mm dia HDPE pipes PN 10 with fittings, laid in trenches/wall for protection of underground cable when crossing the road/fixing on wall complete all as specified and as directed.
Material and labour for making good disturbed surfaces by using PCC preparation including cutting up to 45 cm width and depth of the road/hard standing and making good disturbed surfaces by using PCC type C2(1:3:6) by using 40mm graded stone aggregate for the fixing the pipe/laying cables complete all as specified and as directed.
Supply and install steel tubular swaged poles type 410 SP-31 ( 9.0 metres long) complete with CI based plate and finial including painting of poles with two coats of synthetic enamel paint over a coat of primer black and white/yellow strips 30cm wide each (05 Nos) up to 1.5 Mtrs height from coping & numbering of poles complete all as specified and directed. all as directed.
Material and labour for providing PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
Supply and fix self adhesive reflective radium stickers 75 mm wide of two nos around the street light poles of 0.3 m and 1.5 m above ground level complete all as specified and as directed.
Supply and fix LT junction box for street light, sheet moulding compound (SMC) type with hinged type door and locking arrangement, off white colour, of size 300 x 200 x 105mm (internal) comprising of suitable size TPN Aluminium busbar with 200 Amps Phase and Neutral terminals, and 01 No earthing terminal bolt and nut and connecting up cables with aluminium terminal lugs including suitable size MS clamp 2 Nos fabricated from 25x3mm MS flat iron and bolts, nuts and washers complete all as specified and as directed.
Supply and fix 1.5 sqmm 3 core, 1100 volt grade heavy duty cable, PVC insulated copper multistranded conductor, served with inner sheathing of PVC tape and overall PVC sheathed laid in proposed PVC conduit for making connection of street light from FRP junction box to street lights including provision of flexible pipe to concealed the copper wire from weather expose complete all as specified and directed by Engr-in charge.
Supply and fix high efficient LED street light fitting of 70 W 230 V warm white AC IP-65 outdoor type with high pressure die cast aluminium housing and heat resistant including provn of GI pipe bracket made out of 40 mm dia medium grade pipe (1.2 Mtr long) bend to shape of 120 degree including fixing arrangement to pole with MS flat iron of 50x6mm-2 Nos by nut, bolts and washers including electric connection complete all as specified and as directed.
Supply and fix LED Bollard Decorative luminarie 9 W in rectangular shape Victorian design with opal acrylic diffuser and IP-65 protection warm white 3000K complete all as specified and as directed.
Supply and fix 100 Watt (Warm white) LED flood light fittings integral type, high performance with pressure with die cast housing with secondary lens IP 66 lm/W efficiency and superior aesthetics suitable for various protection complete all as specified and as directed.
Supply and fix LED post top lantern 45 W (warm white) with die cast aluminium spigot, spun aluminium powder coated top reflected cover, aluminium PDC heat sink, opal PC diffuser and clear acrylic, IP 65 complete all as specified and as directed.
Material and labour for Earthing complete with galvanized iron earth plate electrode of size 600mmx600mm x 6 mm thick buried directly under ground vertically to depth not less than 2.25 meter below ground level with top edge of plate at a depth not less than 1.5 m below ground level connected to and including GI wire 4mm dia and GI protection pipe 15mm dia and light grade connected to and including by means of bolts nuts check nuts and washers made of copper as shown plate no 3 of SSR part 1 of MES Schedule Part-I of SSR-2009 to the extent applicable to this item including necessary excavation earth work , PCC 1;3;6 chamber RCC 1;2;4 cover 50mm tick with 6mm TMT bar 100mm center to center watering pipe medium grade 20mm bore funnel wire mesh etc. and testing on completion complete and all as specified and directed by Engr-in-charge Notes :- (i) 20 mm dia GI pipe for watering to be provided with a socket and plug and should be 30 cms above ground level. (ii) GI strip upto DBs earth connection is included in this item. (iii) GI pipe 40 mm dia protection pipe shall be provided upto Ground level.
M/s. P S REDDY (BID ID -3427344)
om sai enterprises (BID ID -3425001)
S Balbir Singh (BID ID -3425906)
saradhi construction combines (BID ID -3426641)
RAJENDRA CONSTRUCTION (BID ID -3426955)
Mr Madhusudhan Kotarki (BID ID -3426832)
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