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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC 0 NEAR CHUNNA BHATTI BISALPUR BISALPUR PILIBHIT UTTAR PRADESH 262201 | PILIBHIT | UTTAR PRADESH | 262201 | ₹13.0 L | L1 | Accepted-AOC RATE QUOTED BY BIDDER FOUND LOWEST AND REASONABLE |
| 2 | L2₹13.2 L+₹18,798 (1.45%)Rejected-Finance 12 A GAHMARKUNJ CHINHAT MATIYARI LUCKNOW UTTAR PRADESH 226017 | LUCKNOW | UTTAR PRADESH | 226017 | ₹13.2 L+₹18,798 (1.45%) | L2 | Rejected-Finance RATE QUOTED BY BIDDER FOUND HIGHER THAN L1 BIDDER |
| 3 | L3₹13.2 L+₹25,736.60 (1.98%)Rejected-Finance 00 GONDA VISHNUPURI COLONEY GONDA GONDA UTTAR PRADESH 271002 | GONDA | UTTAR PRADESH | 271002 | ₹13.2 L+₹25,736.60 (1.98%) | L3 | Rejected-Finance RATE QUOTED BY BIDDER FOUND HIGHER THAN L1 BIDDER |
| Sl No | Description | Qty | Unit | D K Enterprises L3 | Mohan Enterprises L1 | VS Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00Section - A | ||||||
| 1.01Building including Internal Services :- (a) Meetring Room (3.46Mx3.46M) | ||||||
| 1.02 | RCC Framed Structure : M & L for construction of RCC framed structure, single storey metering room of size 3.46M X 3.46M with excavation in fdn, PCC (1:4:8) in fdn. Brick work in CM (1:6) in superstructure RCC roof, Aluminium door & window with ACP pabel with fittings and fixtures, PCC flooring. Plastering in CM (1:6) water proffing treatment of roof including complete with permanent specification all as directed at site.
NB: Building construction work to be done as per CPWD specification Vol - I & II | 11.97 | Sqm | 26,750 ₹3,20,197.5 | 41,000 ₹4,90,770 | 18,000 ₹2,15,460 Lowest |
| 1.03Extra for Services :- Internal Electrical installation @12.5% on Total (A) | ||||||
| 2.00Provision of Ramp | ||||||
| 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of ex 50M.but not extra 200 M in All kinds of soil. | 15.77 | Cum | 480 ₹7,569.6 | 700 ₹11,039 | 250 ₹3,942.5 Lowest |
| 2.02 | Demolition of cement concrete of any discription manually/ by mechanical means including disposal of material to a distance exc 50 m & n.exc 200 M. | 2.7 | Cum | 1,800 ₹4,860 | 2,100 ₹5,670 | 1,360 ₹3,672 Lowest |
| 2.03 | M & L for plain cement concrete 1:3:6, using 40 mm graded stone aggregate as in Ramp, hardstanding and similar works including necessary form work all as specified and directed. | 9.9 | Cum | 7,600 ₹75,240 | 7,000 ₹69,300 | 5,950 ₹58,905 Lowest |
| 2.04 | M & L for Random rubble stone masonry with hard stone in foundation and plinth including levelling up w ith 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) completed all as specified and directed. | 9.23 | Cum | 7,500 ₹69,225 | 7,000 ₹64,610 Lowest | 8,000 ₹73,840 |
| 2.05 | M&L for Random rubble stone masonry with hard stone in superstructure above 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) completed all as specified and directed. | 24.61 | Cum | 8,400 ₹2,06,724 Lowest | 8,500 ₹2,09,185 | 9,500 ₹2,33,795 |
Tender Value
₹13.2 L
EMD Value
₹26,490
Closing Date
26 Mar 2026, 3:00 pmClosed
ESTATE MANAGER
EMU RnD SANCHAR VIHAR RAIPUR ROAD DEHRADUN
PROVISION OF METERING ROOM AND RAMP FOR DIVYANGJAN AT DRDO TRANSIT FACILITY ALMORA
2026_DRDO_902643_1
EMU/DDN/7002/M-RO-RA/ALM/25-26
Open Tender
Miscellaneous Works
Works
214 days
ALMORA
As per NIT
4 documents required · 4 mandatory
₹0
₹26,490
Yes
DEHRADUN
22 Jun 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
26 Mar 2026
17 Mar 2026
23 Mar 2026
Section - A
Building including Internal Services :- (a) Meetring Room (3.46Mx3.46M)
RCC Framed Structure : M & L for construction of RCC framed structure, single storey metering room of size 3.46M X 3.46M with excavation in fdn, PCC (1:4:8) in fdn. Brick work in CM (1:6) in superstructure RCC roof, Aluminium door & window with ACP pabel with fittings and fixtures, PCC flooring. Plastering in CM (1:6) water proffing treatment of roof including complete with permanent specification all as directed at site. NB: Building construction work to be done as per CPWD specification Vol - I & II
Extra for Services :- Internal Electrical installation @12.5% on Total (A)
Provision of Ramp
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of ex 50M.but not extra 200 M in All kinds of soil.
Demolition of cement concrete of any discription manually/ by mechanical means including disposal of material to a distance exc 50 m & n.exc 200 M.
M & L for plain cement concrete 1:3:6, using 40 mm graded stone aggregate as in Ramp, hardstanding and similar works including necessary form work all as specified and directed.
M & L for Random rubble stone masonry with hard stone in foundation and plinth including levelling up w ith 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) completed all as specified and directed.
M&L for Random rubble stone masonry with hard stone in superstructure above 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) completed all as specified and directed.
M&L for Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled pointing completed all as specified and directed.
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations,behind of retaining wall 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. cum completed all as specified and directed.
M&L for flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. complete all as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red,Elite Brown, Cat Eye or equivalent all as specified and as directed.
M&L for stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). all as specified and as directed.
M&L for applying Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and as directed.
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