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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAccepted-AOC VPO BAHANG TEH MANALI DISTT KULLU HP | ₹52.1 L Quoted ₹52.4 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹59.2 L+₹6.9 L (13.1%)Rejected-AOC | ₹59.2 L+₹6.9 L (13.1%) | L2 | Rejected-AOC Other then L1 |
| 3 | L3₹70.2 L+₹17.8 L (33.9%)Rejected-AOC 154 155 SUBATHU DISTT SOLAN 173206 | SOLAN | SOLAN | HIMACHAL PRADESH | 173206 | ₹70.2 L+₹17.8 L (33.9%) | L3 | Rejected-AOC Other then L1 |
| 4 | Rejected-Technical KUMAR KAPOOR SONI | - | - | Rejected-Technical Documents not found uploaded and recd as per NIT and Para 1.4 and 1.5 of Section-I of MES Manual on Contracts 2020 |
| 5 | Rejected-Technical H NO 02 BALLUPUR ROAD DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Documents not found uploaded and recd as per NIT and Para 1.4 and 1.5 of Section-I of MES Manual on Contracts 2020 |
| Sl No | Description | Qty | Unit | SP Builders L2 | M/S PARMOD KUMAR L3 | M/S. Vyas Vatika Constructions co. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of old PVC water tank having capacity of exc 250 & n exc 500 ltr and removing to store, Complete all as specified and directed by Engr-in-Charge. | 13 | Each | 501 ₹6,513 | 500 ₹6,500 | 300 ₹3,900 Lowest |
| 2.00 | Demolishing R.C.C. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead, Complete all as specified and directed by Engr-in-Charge. | 5.85 | Cum | 1,500 ₹8,775 | 500 ₹2,925 Lowest | 650 ₹3,802.5 |
| 3.00 | Demolishing stone rubble built in cement mortar masonery manually/ by mechical means including stacking of serviceable material and disposal of unserviceable material within 50 metres, Complete all as specified and directed by Engr-in-Charge. | 51.19 | Cum | 1,000 ₹51,190 | 350 ₹17,916.5 Lowest | 550 ₹28,154.5 |
| 4.00 | M&L for ready mixed or site batched design mix cement of M30 grade concrete for reinforced cement concrete work from foundation to plinth Level and as directed by Engr-in-charge(excluding the cost of centering, shuttering, finishing and reinforcement), Complete all as specified and directed by Engr-in-Charge. | 24.76 | Cum | 8,800 ₹2,17,888 Lowest | 14,000 ₹3,46,640 | 9,200 ₹2,27,792 |
| 5.00 | M& L Centering and shuttering including strutting propping etc and removal of form work for foundation ,footings, bases of colums up to plinth beam etc. for mass concrete, Complete all as specified and directed by Engr-in-Charge. | 132 | Sqm | 365 ₹48,180 | 500 ₹66,000 | 280 ₹36,960 Lowest |
| 6.00 | M&L for TMT Bars of over 8mm dia for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars, Complete all as specified and directed by Engr-in-Charge. | 1,669.84 | Kg | 101 ₹1,68,653.84 | 120 ₹2,00,380.8 | 95 ₹1,58,634.8 Lowest |
| 7.00 | S & F Plates (plain or chequered) channels square cut or notched (ordinary and counter sunk) forming holes without any attachement complete Fe 410-W-Gde-E- 250 quality B, Complete all as specified and directed by Engr-in-Charge. | 4,521.6 | Kg | 97 ₹4,38,595.2 Lowest | 150 ₹6,78,240 | 110 ₹4,97,376 |
| 8.00 | S & F in Repair PVC water tank having Capacity 2000 ltr each Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately, Complete all as specified and directed by Engr-in-Charge. | 8 | Each | 24,000 ₹1,92,000 | 20,000 ₹1,60,000 | 17,000 ₹1,36,000 Lowest |
| 9.00 | S & F in Repair PVC water tank having Capacity 1000 Ltr Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately, Complete all as specified and directed by Engr-in-Charge. | 4 | Each | 12,000 ₹48,000 | 9,501.05 ₹38,004.2 Lowest | 11,500 ₹46,000 |
| 10.00 | PVC float valve 20 mm dia , 120 mm long, weighing not less than 198 gms, Complete all as specified and directed by Engr-in-Charge. | 12 | Each | 260 ₹3,120 Lowest | 700 ₹8,400 | 750 ₹9,000 |
Tender Value
₹76.3 L
EMD Value
₹1.4 L
Closing Date
18 Nov 2025, 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
DISMANTLING OF EXISTING STONE MASONRY WATER TANK STAGING AND CONSTRUCTION OF MS STAGING AND PROVISION OF 04 NOS OF GARBAGE BINS AT DGRE RDC, UNDER AGE (I) R and D MANALI
2025_MES_736107_1
AGE(I)/MNL-68/2025-26
Open Tender
Civil Works
Item Rate
180 days
AGE (I) R and D Manali
AS PER NIT AND TENDER DOCUMENTS
5 documents required · 5 mandatory
₹1,000
AGE I R AND D MANALI
₹1.4 L
Yes
26 Dec 2025
21 Oct 2025
20 Nov 2025
21 Oct 2025
18 Nov 2025
11 Nov 2025
Amount
Dismantling of old PVC water tank having capacity of exc 250 & n exc 500 ltr and removing to store, Complete all as specified and directed by Engr-in-Charge.
Demolishing R.C.C. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead, Complete all as specified and directed by Engr-in-Charge.
Demolishing stone rubble built in cement mortar masonery manually/ by mechical means including stacking of serviceable material and disposal of unserviceable material within 50 metres, Complete all as specified and directed by Engr-in-Charge.
M&L for ready mixed or site batched design mix cement of M30 grade concrete for reinforced cement concrete work from foundation to plinth Level and as directed by Engr-in-charge(excluding the cost of centering, shuttering, finishing and reinforcement), Complete all as specified and directed by Engr-in-Charge.
M& L Centering and shuttering including strutting propping etc and removal of form work for foundation ,footings, bases of colums up to plinth beam etc. for mass concrete, Complete all as specified and directed by Engr-in-Charge.
M&L for TMT Bars of over 8mm dia for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars, Complete all as specified and directed by Engr-in-Charge.
S & F Plates (plain or chequered) channels square cut or notched (ordinary and counter sunk) forming holes without any attachement complete Fe 410-W-Gde-E- 250 quality B, Complete all as specified and directed by Engr-in-Charge.
S & F in Repair PVC water tank having Capacity 2000 ltr each Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately, Complete all as specified and directed by Engr-in-Charge.
S & F in Repair PVC water tank having Capacity 1000 Ltr Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately, Complete all as specified and directed by Engr-in-Charge.
PVC float valve 20 mm dia , 120 mm long, weighing not less than 198 gms, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 20 mm nominal bore, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge.Internal Exposed on walls in PN - 16 Pipe, 20mm OD (SDR-7.4)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. Internal Exposed on walls in PN - 16 Pipe, 25mm OD (SDR-7.4)
Cutting existing steel tubing for Altration or additions for 20 mm dia pipe, Complete all as specified and directed by Engr-in-Charge.
Earth work in any kind of soil 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, Complete all as specified and directed by Engr-in-Charge.
M & L Random rubble masonry with hard stone in superstructure above/below plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m, Complete all as specified and directed by Engr-in-Charge.
M & L Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above/below plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand), Complete all as specified and directed by Engr-in-Charge.
M&L for Cement Concrete 1:2:4 using 20 mm Graded Stone Aggregate as in mass Concrete at any position as directed by Engr-in-Charge.
M&L for structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer, Complete all as specified and directed by Engr-in-Charge.
M&L for 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, Complete all as specified and directed by Engr-in-Charge.
M & L 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand), Complete all as specified and directed by Engr-in-Charge.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade, Complete all as specified and directed by Engr-in-Charge.
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick, Complete all as specified and directed by Engr-in-Charge.
M&L for applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer, Complete all as specified and directed by Engr-in-Charge.
M&L for making plinth protection 75mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, Complete all as specified and directed by Engr-in-Charge.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm), Complete all as specified and directed by Engr-in-Charge.
S & F 1mm thick mild steel , plain & corrugated sheet in wall cladding steel gates and similar work, cut of size holes punched including round headed screws, clout nail or rivets and fixed to wooden or steel framing with plain 40mm lap joints with riveted or welded seams including bending or turning up, mitred angle etc., Complete all as specified and directed by Engr-in-Charge.
Supplying and filling in plinth with sand under floors including watering ramming consolidating and dress, Complete all as specified and directed by Engr-in-Charge.
Returning filling in including spreading, levelling, watering and well ramming in layer n exc 25 cm in any type of soil, Complete all as specified and directed by Engr-in-Charge.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all type of kinds of soil, Complete all as specified and directed by Engr-in-Charge.
M & L PCC 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate, Rough Finished Surface at any position as direcyed by Engr-in-charge.
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc., Complete all as specified and directed by Engr-in-Charge.
Providing and laying 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 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge), Complete all as specified and directed by Engr-in-Charge.
SP Builders (BID ID -3477015)
M/S PARMOD KUMAR (BID ID -3477163)
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