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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.6 LAccepted-AOC 362 SUBHAS NAGAR PO CLEMENT TOWN DEHRADUN UK | ₹56.6 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹73.2 LRejected-Finance COLONEL BHAWAN VILL PO JAIHARIKHAL VIA LANSDOWNE DIST PAURI GARHWAL UK PIN 246193 | LANSDOWNE | PAURI GARHWAL | UTTARAKHAND | 246193 | ₹73.2 L | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹73.2 LRejected-Finance 00 BHADAR TIKARMAFI BAZAR SULTANPUR UTTAR PRADESH 227413 | AMETHI | UTTAR PRADESH | 227413 | ₹73.2 L | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | KAPOOR ELECTRICALS L1 | DHSGroup L2 | M/s Dev Enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | 143.96 | Cum | 50 ₹7,198 | 120 ₹17,275.20 | 150 ₹21,594 |
| 2.00Excavating over areas, in following depth and getting out in hard/dense soil complete all as specified and directed :- | ||||||
| 2.01 | Depth not exc 1.5m deep | 734.48 | Cum | 150 ₹1.1 L | 270 ₹2.0 L | 240 ₹1.8 L |
| 2.02 | Depth exc 1.5m but n'exc 3.0m deep | 43.7 | Cum | 160 ₹6,992 | 320 ₹13,984 | 280 ₹12,236 |
| 3.00 | M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed. | 59.02 | Cum | 3,400 ₹2.0 L | 2,890 ₹1.7 L | 3,800 ₹2.2 L |
| 4.00 | M&L for formwork for rough finish 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; vertical or to batter complete all as specified and directed. | 573.65 | Sqm | 160 ₹91,784 | 160 ₹91,784 | 135 ₹77,442.75 |
| 5.00 | M&L for formwork for rough finish to sides of pillars, posts, struts, piers, columns square,rectangular or polygonal and stanchions complete all as specified and directed. | 342.3 | Sqm | 160 ₹54,768 | 160 ₹54,768 | 160 ₹54,768 |
| 6.00 | M&L for formwork for rough finish to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 272.35 | Sqm | 160 ₹43,576 | 160 ₹43,576 | 280 ₹76,258 |
| 7.00 | M&L for mild steel TMT bars as in reinforcement, 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 9,202.13 | Kg | 90 ₹8.3 L | 69 ₹6.3 L | 104 ₹9.6 L |
| 8.00 | M&L for mild steel TMT bars 5 to 10mm dia bars as in stirrups cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 5,184.92 | Kg | 90 ₹4.7 L | 69.5 ₹3.6 L | 104 ₹5.4 L |
Updated dates
Tender Value
₹88.8 L
EMD Value
₹1.6 L
Closing Date
19 Nov 2025, 6:00 pmClosed
CWE Hills Dehradun
HQ CWE Hills Mall Road Dehradun Cantt 248001
UPGRADATION OF BOUNDARY WALL WITH SWAN NECK FENCING ALL AROUND AT MILITARY TRANSPORT CAMP KOTDWARA
2025_MES_735346_1
87275/LDN/E8
Open Tender
Civil Works
150 days
AGE (I) Lansdowne
Class C Cat a (i)
6 documents required · 6 mandatory
₹1,000
Yes
AGE (I) Lansdowne
₹1.6 L
Yes
6 Jan 2026
15 Oct 2025
27 Nov 2025
15 Oct 2025
19 Nov 2025
6 Nov 2025
Amount
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
Excavating over areas, in following depth and getting out in hard/dense soil complete all as specified and directed :-
Depth not exc 1.5m deep
Depth exc 1.5m but n'exc 3.0m deep
M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed.
M&L for formwork for rough finish 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; vertical or to batter complete all as specified and directed.
M&L for formwork for rough finish to sides of pillars, posts, struts, piers, columns square,rectangular or polygonal and stanchions complete all as specified and directed.
M&L for formwork for rough finish to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.
M&L for mild steel TMT bars as in reinforcement, 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for mild steel TMT bars 5 to 10mm dia bars as in stirrups cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles, raft etc and mass concrete complete all as specified and directed.
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in floor/ roof beam, cantilevers, lintel over 1.5m span complete all as specified and directed.
M&L for brick work with old size full brick subclass ‘B’ burnt clay bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed.
Taking down cement plaster on brick or stone wall surfaces including glazed tiles wherever exists including raking out joints, hacking for key and scrubbing down with water and removing unseviceable materials out side MoD land complete all as specified and as directed.
M&L for 5 mm thick plastering on fair faces of brick or contrete surfaces, in CM (1:3), surface finished even and smooth without using extra cement complete all as specified and directed.
M&L for 10 mm thick plastering on fair faces of brick or contrete surfaces, in CM (1:6), surface finished even and smooth without using extra cement complete all as specified and directed.
M&L for 10 mm thick plastering on other than fair faces of brick or contrete surfaces, in CM (1:6), surface finished even and smooth without using extra cement complete all as specified and directed.
M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed. Note :- The newly plastered surface must be prepared in a manner so that there should not be any impression of dent and it should be made even and smooth all as per satifaction of Engr-in-Charge. The cost of all materials, T&P and labour required for preparation of surface are deemed to be included in the rates quoted.
S&F rolled mild steel section for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated conforming to Fe-410-W (Gde-E-250) quality-A complete all as specified and as directed. Note : The rates quoted allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete.
S&F galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts , including,securing or tying at crossings with and Provision of galvanised mild steel wire, staples or steel pins etc. as directed ( each line wire to be measured) complete all as specified and directed.
M&L galvanised Concertina coil duly stretched maintaing a dia of 600 mm concertina coil placed in Y shape angle iron post erected over boundry wall and fixed to angle iron with 3 mm dia GI bearer wire as per IS 4454 Part I typically has a length of approximately 10 to 12 meter when fully extended. This length is achived with 50-60 loops complete all as specified and directed.
M&L for two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surface over 10cm width or grith complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed.
Removal of surplus soil to a distance exc. 250 Mtr n'exc. 500 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.
Supplying,Laying commisoning and testing of 1.1 KV grade XLPE insulated PVC sheathed steel armoured aluminium stranded conductor LT UG cable (conforming to IS 7098) ISI marked of size 16 sqmm 4 core complete all as specified and directed.
Excavating in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in hard/dense complete all as specified and directed.
Removal of surplus soil to a distance n exc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.
M&L for sand cushioning with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and directed. Note:- Punned thickness shall be considered for payment purpose.
Supply and laying cable protection bricks, common burnt clay sub class 'B' designation 75 for protection of UG cable laid in trenches with axis of the bricks perpendicular to the axis of the cable complete all as specified and directed.
M&L for PCC (1:3:6) Type C2 (40 mm graded aggregate) as in foundations, filling and mass-concrete complete all as specified and directed.
M&L for PCC (1:2:4) type B1 (using 20 mm graded stone aggre-gate) as in foundations, filling and mass-concrete icomplete all as specified and directed.
M&L for 40 mm bore GI tube light grade laid under road/culvert/drain fixed to pole,wall with the help of flat iron clamp etc for cable protection and making good surface of road with PCC 1:2:4 type B1 using 20 mm graded stone agg complete all as specified and directed.
S&F brackets made out of 40mm dia GI pipe, light grade, lenth not less than 1.2 mtr, bent to shape having an angle 120 degree, fixed with two Nos 32x6 mm size flat mild steel clamps made to shape and size and suitable nuts bolts and washers etc compete all as specified and directed.
S&F in repairs new LED street/security light fitting 60W housing made out of pressure die cast aluminium alloy with toughned glass IP-66 protection working on 240 volts 50 Hz consisting of reflective lens wired with appropriate driver PF>0.90 made up of long life LED clip (SMD) in modular luminor efficiency >110 Lumens/watt including connecting with 1.5 Sqmm, 3 core, PVC insulated Copper conductor cable 1100 Volts grade from pole box to light fitting or from overhead conductor to light fitting complete all as specified and as directed.
S&F Loop in and Loop out FRP rectangular SMC junction box (Pole Box) front openable hinged from side of size 200x140x95 mm suitable for outdoor installation weather proof having 4 pole cable connector (for cable in and out junction) fixed inside box with insulator support and 01 nos MCB SP 06 Amp fixed inside box complete for street light fitting with MS clamps 40x5 mm GI nuts, bolts and washers complete all as specified and directed.
Supplying, transporting, erection & fixing of new steel tubular swaged poles type 410 SP-31, (9.00 metres long), with cast iron base plate, finial taper plug, bolts, nuts and screws complete as specified with and including two coats of aluminium paint over a coat of red oxide primer on all exposed surfaces and tarring with black bituminous paints to portion embeded in PCC with and including all necessary excavation & earth work in any type of soil for foundation of poles, PCC 1:3:6 type 'C2' (using 40 mm graded stone aggregate ) in foundations of size 600 X 600 X 1650 mm below GL, PCC 1:2:4 type "B2' (using 20 mm graded stone aggregate) in plinth block(coping) of size 600 X 600 X 300 mm above GL , removing surplus soil to a distance n. exc. 50 m & depositing where directed, and writing numbers of poles in 100 mm dia yellow colour circle with black paint including 30 cm wide alternate black bands (03 Nos) upto 1.5 height from top of coping complete all as specified and directed.
M& L Rigid non-metallic PVC conduit of dia 20 mm exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc. complete all as specified and directed.
S&F flexible 3 core PVC insulated unsheathed FRLS-H cable of size 1.5 Sqmm, 1100 volts grade heavy duty multi stranded copper conductor drawn through in non metallic rigid PVC conduit for making electrical connection of street light with poles junction box, complete all as specified and directed. Note:- PVC conduit shall be measured and paid separately under respective item
M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick burried directly in ground, earth pit not less than 2.25 mtr depth below ground level at any type of strata with top edge of the earth plate not less than 1.5mtr below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15cm all around the plate, connected by 4 mm GI wire as earth lead by means of brass nuts and bolt, thimbles check nuts, washers including concrete chamber of PCC (1:3:6) type C-1 using 20mm graded stone aggregate with fair finish, internal surface of concrete chamber shall be given internal dia 300mm x300mm, 15mm thick plaster in CM (1:4) funnel with wire mesh, RCC pit cover of 320 x 320 x 80mm size PCC (1:2:4) Type B1 using 20mm graded stone aggregate rainforced with XPM all as shown in electrical plate No 3 of MES SSR Part-1(2009) and specified including and provision of GI wire upto 7.5 mtrs long with 15 mm dia light grade GI pipe protection and watering pipe of GI 20 mm bore, medium grade, including all exavation and earth work and connecting the earthing wire to panel, including testing on completion complete all as specified and directed.
Note:- (i) RCC pit cover shall be precast of RCC(1:2:4) type B1, 80mm thick reinforced with XPM weighing not less than 4kg/sqm in lieu of CI cover.(ii) Cost of additional GI wire more than 7.5 mtrs will be measured and paid seperately under relevant items.
Supply, install and testing in repair LT Feeder Pillar Panel cubical outdoor type front hinged openable door including locking arrangement plateform mounted with angle iron 40 mm x 40 mm x5 mm frame work suitable for 240 volts grade three phase 4 wire 50hz AC supply system having bus bar chamber suitable aluminium bus bar 100 Amp rating and accomodated with 32 Amp contactor and 40 Amp MCB TPN with digital 24 Hr timer and making all necessary electrical connection complete the box shall be dust and vermin proof IP - 54 class protection alongwith in built short circuit protection confirm to IS/IEC 60947-4-1 complete all as specified and directed.
DHSGroup (BID ID -3472477)
M/s Dev Enterprises (BID ID -3470655)
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