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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.9 L+₹1.3 L (8.20%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹17.9 L+₹2.3 L (14.9%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | NATHU RAM AND SONS L3 | SP Builders L1 | M/S. TARA ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in cement mortar (1:6) and incl demolition of any type of masonary and remove out of MOD land, completed all specified and directed by Engineer-in-Charge. | 40 | Cum | 3,200 ₹1,28,000 | 2,175 ₹87,000 Lowest | 3,500 ₹1,40,000 |
| 2.00 | Material and labour for old size bricks for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 and incl demolition, completed all specified and directed by Engineer-in-Charge. | 3 | Cum | 6,200 ₹18,600 | 4,623 ₹13,869 Lowest | 8,500 ₹25,500 |
| 3.00 | Demolition of PCC in ground floors and pavings n exc 15 cm thickness (below or above ground level, completed all specified and directed by Engineer-in-Charge. | 18.27 | Cum | 300 ₹5,481 | 240 ₹4,384.8 Lowest | 350 ₹6,394.5 |
| 4.00 | M&L at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, completed all specified and directed by Engineer-in-Charge. | 3 | Cum | 8,000 ₹24,000 | 8,700 ₹26,100 | 7,500 ₹22,500 Lowest |
| 5.00 | M&L for PCC(1:3:6) type C-2 (using 20mm graded stone aggregate) as in surface channel in drains, completed all specified and directed by Engineer-in-Charge. | 6.76 | Cum | 4,500 ₹30,420 Lowest | 4,830 ₹32,650.8 | 6,200 ₹41,912 |
| 6.00 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregates) in Repair as in lintels upto 1.5m clear span, cills, steps; seismic and other similar parapets and railings, copings, kneelers, apex stones, bed plates, slightly rounded or chamfered angles and throating, as directe incuding necessary formwork , completed all specified and directed by Engineer-in-Charge. | 2.51 | Cum | 7,500 ₹18,825 | 8,800 ₹22,088 | 6,500 ₹16,315 Lowest |
| 7.00 | M&L 100 mm thick PCC 1:4:8 type D2 using 40 mm graded aggregate as in sub base, completed all specified and directed by Engineer-in-Charge. | 60 | Sqm | 450 ₹27,000 | 370 ₹22,200 | 250 ₹15,000 Lowest |
| 8.00 | M&L in reapirs coloured machine pressed precast concrete interlocking paver block with rubber mould type any shape and size conforming to IS 15658-2006 of 60mm thickness of concrete as in floors/ pavements and design with grey cement and pigment bases, incl sand cushioning 50mm thickness, completed all specified and directed by Engineer-in-Charge. | 60 | Sqm | 950 ₹57,000 | 880 ₹52,800 | 850 ₹51,000 Lowest |
| 9.00 | Dismantling of stone slabs and tiles of any description or thickness in floors, platform, aprons etc., laid, bedded and pointed, in any mortar, completed all specified and directed by Engineer-in-Charge. | 6 | 10 Sqm | 100 ₹600 Lowest | 100 ₹600 Lowest | 450 ₹2,700 |
| 10.00 | Refixing of Serviceable machine pressed precast concrete interlocking paver blocks any shape and size obtained from ser item no 9 above, fixing including 30mm thick sand cushioning, complete all as specified and as directed by Engineer-in- Charge. | 60 | Sqm | 100 ₹6,000 | 77 ₹4,620 | 50 ₹3,000 Lowest |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
2 Jan 2026, 6:00 pmClosed
Sh K K Soni AE (Civ) AGE I R and D Manali
AGE I R AND D MANALI PIN 175103 PH 01902255014
REPAIR TO DRAIN, CULVERTS, COVER SLAB AND OTHER MISC WORKS AT DGRE UNDER AGE (I) R and D MANALI
2025_MES_744228_1
AGE(I)/MNL-80/2025-26
Open Tender
Civil Works
Item Rate
180 days
DGRE Manali
As per NIT and tender documents
5 documents required · 5 mandatory
₹500
AGE I R AND D MANALI
₹40,000
Yes
2 Feb 2026
12 Dec 2025
9 Jan 2026
12 Dec 2025
2 Jan 2026
26 Dec 2025
Amount
M&L for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in cement mortar (1:6) and incl demolition of any type of masonary and remove out of MOD land, completed all specified and directed by Engineer-in-Charge.
Material and labour for old size bricks for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 and incl demolition, completed all specified and directed by Engineer-in-Charge.
Demolition of PCC in ground floors and pavings n exc 15 cm thickness (below or above ground level, completed all specified and directed by Engineer-in-Charge.
M&L at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, completed all specified and directed by Engineer-in-Charge.
M&L for PCC(1:3:6) type C-2 (using 20mm graded stone aggregate) as in surface channel in drains, completed all specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregates) in Repair as in lintels upto 1.5m clear span, cills, steps; seismic and other similar parapets and railings, copings, kneelers, apex stones, bed plates, slightly rounded or chamfered angles and throating, as directe incuding necessary formwork , completed all specified and directed by Engineer-in-Charge.
M&L 100 mm thick PCC 1:4:8 type D2 using 40 mm graded aggregate as in sub base, completed all specified and directed by Engineer-in-Charge.
M&L in reapirs coloured machine pressed precast concrete interlocking paver block with rubber mould type any shape and size conforming to IS 15658-2006 of 60mm thickness of concrete as in floors/ pavements and design with grey cement and pigment bases, incl sand cushioning 50mm thickness, completed all specified and directed by Engineer-in-Charge.
Dismantling of stone slabs and tiles of any description or thickness in floors, platform, aprons etc., laid, bedded and pointed, in any mortar, completed all specified and directed by Engineer-in-Charge.
Refixing of Serviceable machine pressed precast concrete interlocking paver blocks any shape and size obtained from ser item no 9 above, fixing including 30mm thick sand cushioning, complete all as specified and as directed by Engineer-in- Charge.
M&L in repairs for precast cement concrete jallies in PCC (1:2:4) type B0 (12.5 graded agg), 25 mm thick (measured solid) set in CM 1:6 including all moulding etc all as specified.
Raking out joints /pointing built in cement mortar to random rubble masonary of wall surface, channels, roofs etc, completed all specified and directed by Engineer-in-Charge.
M&L for raised pointing using cement mortar 1:4 to random rubble masonary wall surface, channels, roofs etc, completed all specified and directed by Engineer-in-Charge.
Taking down plaster from brick/stone walls, including raking out joints, hacking for key, scrubbing down with water etc, completed all specified and directed by Engineer-in-Charge.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces/ stone masonary cement mortar 1:4 for rendering is to be finished even and smooth (without using extra lime or cement and walls etc complete all as specified
Preparation of new plaster surface of wall and applying two coat of cement base paint over and incla coat of primer complete all as specified.
M & L in repairs for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in crate work, stone pitching and retaining wall etc., completed all specified and directed by Engineer-in-Charge.
M & L in repairs for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in stone pitching with CM 1:4 as in retaining wall etc complete all as specified and directed by Engineer-In- Charge.
S& F in repaires 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after fillingcomplete all as specified
Demolishing R.C.C. work for drain cover / man hole cover and slab manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead, completed all specified and directed by Engineer-in-Charge.
S& F for mild steel work riveted, bolted or welded in built up sections, Greatings of drain and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, completed all specified and directed by Engineer-in-Charge.
M & L for preparing new or previously untreated of steel and applying two coats of synthetic enamel paint over and incl a coat of red oxide over 10 cm in width or girth, completed all specified and directed by Engineer-in-Charge.
Dismantling plain or corrugated steel sheeting, any gauge, thickness roof coverings incl ridge, completed all specified and directed by Engineer-in-Charge.
M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick AZ 150 of green colour having tensile strength of 550 Mpa and as in roof covering/cladding to wall, fixed with self tapping screws, completed all specified and directed by Engineer-in-Charge.
M&L Pre- painted galvalume aluminium zinc coating GI based Plain steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpa as in ridges/ valley gutters, fixed with self tapping screw, completed all specified and directed by Engineer-in-Charge.
S&F in repairs wall mixer 15 mm bore cast copper alloy chromium plated with connector and including hand shower and head shower arrangement with connecting legs ,wall flanges and wall bracket for hand shower, completed all specified and directed by Engineer-in-Charge.
Dismentling unframed timber scantlings 40 sq. cm and over in section, in any position, completed all specified and directed by Engineer-in-Charge.
M&L for Mild steel work in tubularaqngle/channel/Tees using purlins, vetical posts including special shaped washer, angle cleats, fish plates, gusset plates, base/ bearing plates, bolts and nuts etc. complete using ERW or induction butt welded tubes conforming to 1161-1979 grade st 240, completed all specified and directed by Engineer-in-Charge.
Demolition of cement concrete(reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), completed all specified and directed by Engineer-in-Charge.
M&L for Reinforced cement concrete type B1 (1:2:4) using 20mm gradedstone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, floor slabs and in shelves, completed all specified and directed by Engineer-in-Charge.
S & F in repair 75 mm Thick RCPC (Reinforced Cement Polymer Concrete) Man hole cover with frame of size 800mm x 800mm (anti skid top) fixed in proper position in existing man hole, complete all as specified and directed by Engineer-In- Charge.
S&F for TMT bard mild steel 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 ecuring with clips, completed all specified and directed by Engineer-in-Charge.
M& L for flat formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished surfaces of concrete, completed all specified and directed by Engineer-in-Charge.
M & L in retais for 3D stainless steel or chrome writing letters height n,exc 30cm ( Hindi/ English) as approved by Engr-in-Charge, including welding, riveting and fixing in over the granite wall or steel frame, complete all as specified and directed by Engr-in-Charge.
M/S. TARA ENTERPRISES (BID ID -3520879)
NATHU RAM AND SONS (BID ID -3515920)
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