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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC GANDHI CHOWK LANSDOWNE DISTT PAURI GARHWAL PIN 246155 | PAURI GARHWAL | UTTARAKHAND | 246155 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹28.9 L+₹3.1 L (12.1%)Rejected-AOC B 145 VIKAS NAGAR COMMANDER CHOWK NEW DELHI 59 PIN 110059 | WEST DELHI | DELHI | 110059 | L2 | Rejected-AOC Not Lowest | |
| 3 | L3₹38.8 L+₹13.0 L (50.6%)Rejected-AOC 149 KHAJURI HARIDWAR UTTARAKHAND 247668 | HARIDWAR | UTTARAKHAND | 247668 | L3 | Rejected-AOC Not Lowest |
Tender Value
₹45.4 L
EMD Value
₹90,700
Closing Date
13 Jan 2023, 6:00 pmClosed
CWE HILLS Dehradun
HQ CWE HILLS Dehradun, Mall Road, Dehradun Cantt. - 248003.
PROVN OF APPROACH ROAD AND RELOCATION OF WATER SUPPLY AND ELECTRIC SUPPLY STRUCTURES FOR DOPPLER RADAR BY IMD AT LANSDOWNE
2022_MES_559913_2
87144/LDN/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Lansdowne
Class D Category a(i)
7 documents required · 7 mandatory
₹500
AGE(I) Lansdowne
₹90,700
Yes
3 Mar 2023
22 Dec 2022
20 Jan 2023
22 Dec 2022
13 Jan 2023
30 Dec 2022
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ disintigrated rock comlete all as specified and directed.
Excavating over areas, in following depth and getting out in soft/ disintegrated rock complete all as specified and directed :-
Depth not exc 1.5m deep
Depth exc 1.5m but n'exc 3.0m deep
Depth exc 3.0m but n'exc 4.5m deep
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 soil 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 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.
Removal of surplus soft disintigrated rock 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.
Removing excavated material (Soft/ disintigrated rock) exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M&L 150mm spread thickness, soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed.
M&L for pavement quality concrete (PQC) as per design mix having minimum flexural strength of 40kg/ sqcm in field with using minimum cement content of 400 kg/cum of concrete laid to level, gradient and camber including using necessary form work where required, tickness of PQC 25cm or less complete all as specified and directed. Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work. (ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items.
M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed.
M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, stone masonary work built in CM (1:6) complete all as specified and as directed. Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary.
M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate as in bond stones in lieu of stone bond stones, set in cement mortar (1:6), complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 20mm to face stone (Lime or sand stone) and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto course complet all as specified and directed.
M&L for stone boulder or broken stone hand packing (any thickness) at back of wall over arches etc and raising (or lowering) to the required level, complete all as specified and as directed.
M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.
M&L for hardcore of broken boulders/ stone of gauge n'exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.
M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for raised pointing in cement mortar (1:4) to random rubble masonary uncoursed or brought upto course complete all as specified and directed.
M&L for forming construction joints 30 mm deep x 10 mm wide filled with sealing compound grade 'A' complete all as specified and directed.
S&F in repair 110mm bore PVC (SWR) pipes single socketed in any length (6Kg/Sqcm pressure rating) and fixwd in retainnig wall as spout complete all as specified and as directed.
Taking up or down steel water tubing (GI Pipe) and connections of following bore complete all as specified and as directed :-
15mm bore
40-50mm bore
80mm bore
100mm bore
S&F galvanised steel water tubing (GI pipe), medium grade with all fittings (ISI Marked) and fixed to wall, floor and ceiling or laid in trenches of following bore complete all as specified and as directed :- Note :- 80mm and 100mm bore pipe will be jointed by welding as directed at site
15mm bore
40mm bore
50mm bore
80mm bore
100mm bore
S&F galvanised steel water tubing (GI pipe), heavy grade with all fittings (ISI Marked) and fixed to wall, floor and ceiling or laid in trenches of following bore complete all as specified and as directed :- Note :- 80mm and 100mm bore pipe will be jointed by welding as directed at site
80mm bore
100mm bore
Refixing old galvanised steel water tubing, with all new fittings (ISI Marked) and fixed to wall, floor and ceiling or laid in trenches of following bore complete all as specified and as directed :- Note :- 80mm and 100mm bore pipe will be jointed by welding as directed at site.
15mm bore
40-50mm bore
80mm bore
100mm bore
Disconnecting and taking down the existing unserviceable sluice valves of size 100mm cast iron and refixing the same at new/old location along with two Nos of heavy duty flange suitable for 100mm dia with 16mm thick, 8 holes with nuts and bolts packing materials complete including cutting the existing water main of 100mm for fixing sluice valve by screwing jointing complete required all as specified and directed.
S&F in repair sluice valve (ISI Marked) (IS 14846-2000), Class PN-1.6, both ends flanged with CI body, stainless steel spindle, chucknut and iron wheel etc including provision of new nuts, bolts, washers and gasket including testing complete all as specified and directed for following size :-
80mm Bore
100mm Bore
S&F in repair gun metal globe or gate valves, (ISI marked), with iron wheel head, screwed both ends for iron pipe and fixed, for following bore complete all as specified and directed:-
40mm Bore
50mm Bore
S&F gun metal globe or gate valves, (ISI marked), with iron wheel head, screwed both ends for iron pipe and fixed, for following bore complete all as specified and directed:-
50mm Bore
S&F for 15mm dia water meter class A both side screwed, along fixing accessories such as unioun socket nipple etc complete all as specified and directed.
M&L for valve chamber of size 900mm x 900mm x 860mm (internal dimentions) with brick masonty valve chamber, 100mm thich PCC (1:4:8) type D2 as in foundation, 230mm thick brick wall built in CM (1:6), 50mm thich coping of PCC (1:3:6) type C1, 15mm thick plastering in CM (1:4) to all internal and exposed surface including necessary excavation and earth work in soft/loose soil, MS sheet cover 6mm thickness along with angle iron frame of size 40 x 40 x 5mm with locking arrangement with necessary fixing materials like hinges, nut bolts etc (valve chamber cover shall be opened in two valves) and painting to MS cover with two coats of synthetic enamel paint over one coat of red oxide primer etc with complete all as specified and directed.
Supplying, laying, commisioning and testing of 1.1 KV grade XLPE insulated, PVC sheathed, steel armoured, aluminum stranded conductor LT UG cable (Conforming to IS 7098), ISI marked, in trenches / ducts / through GI pipes under roads of following size complete all as specified and directed:- Note:- The earth work, GI pipe shall be measured and paid sepretely.
25 Sqmm, 4 core.
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 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.
S&F MCCB 50 Hz, 415 V, adjustable type, having thermal magnetic release of following capacity complete all as specified and directed :-
160Amp, 4 Pole, Icu= 36 KA,
Dismantling and taking down existing serviceable LT/ HT steel tubular / PCC pole of any shape, size & height including demolition of existing PCC foundation and coping with and including MS cross arms, insulator etc and refixing of pole in same location or other place as directed with and including tracnsportation if required with and including necessary earth work, PCC (1:3:6) type C-2 in foundation, PCC (1:2:4) type B-2 in coping and fixing of existing over head conductor complete all as specified and directed. Note :- The cost of necessary earth work and PCC work for refixing deemd included in quoted rate.
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 copingcomplete all as specified and directed.
Supplying, transporting, erection & fixing of new steel tubular swaged poles type 410 SP-55, (11.00 metres long), with cast iron base plate 6mm thick, 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 (Pit size 1.2 x 0.6m), PCC 1:3:6 type 'C2' (using 40 mm graded stone aggregate ) in foundations of size 600 X 600 X 1985 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.
Supplying, fabricating, fixing in position cross arms, bracings, supports, clamps and back plates, fabricated from in structural steel section any type /size /shape incl nuts bolts washers, welding, bending hot or cold, drilling holes for bolts, in any shape or size as required at site, including painting with two coats aluminium paint over a coat of red oxide all as specified and directed.
S&F disc type porcelain, vitreous, white, brown or green insulators, 145mm height and 255mm dia, two-in-series assembly for tension with tension clamps for conductors, working pressure 11000 volts grade complete all as specified and as directed.
S&F pin type porcelain, vitreous, white, brown or green insulators, including one galvanized mild steel spindle two galvanised iron washers and one galvanised iron nut, 150mm height and 150mm dia suitable for working pressure upto and including 11000 volts grade and fixed on poles complete all as specified and as directed.
M&L for stay assembly complete with all accessories such as shown in electrical plate No 1 of SSR, Part-I, comprising of 20mm dia stay rod with and including all necessary loop type insulator 90x140mm, stay clamps, with and including necessary excavation and earth work in soft/disintigrated rock and PCC works in (1:3:6) type C-2 (using 40mm graded stone aggregate) complete all as specified and directed.
S&F of aluminium conductor steel reinforced (ACSR) of any size/description on LT poles/lines including stringing, tightening, binding to insulators with aluminium wire making and connecting jumpers, connections etc including testing complete all as specified & directed. Note:- Old spacers obtained from taking down of ACSR conductor shall be reused and fixed as directed by Engineer-in-Charge and deemed included in quoted rate by bidder.
M&L for galvanised steel wire 3.15 or 4 mm dia continuous earth wire on pole or guard wire for proprecting fallen overhead condudtor including winding wire of suitable size complete all as specified and as directed.
Restringing of existing ACSR’s conductors and earth wires including cradles, of any description, size & shape and in any position, as in LT overhead lines, on existing poles, including opening of connections and binding wires, restringing and tightening of conductors/earth wire in position, removing sag, binding to insulators with new aluminum wire, making and connecting jumper connections etc. including commissioning and testing complete all as specified and directed. Note : The quoted rates shall be deemed to include the following provisions also :- (i) Setting/adjusting etc in position of cradles. (ii) Adjusting & tightening of stay assembly wherever required. (iii) Trimming/cutting of all trees branches upto 1M distance from nearest conductor/earth wire as directed at site. (iv) Old spacers (if any) of ACSR conductor shall be reused and fixed as directed by Engineer-in-Charge.
Supply, installation, testing & commissioning of three Phase, 4 Wire, AC Static Direct connected, Smart Prepaid Energy Meters, Complying to BIS-16444, ISI Marked in existing Meter Board/ Floor Panels, current range 10-60 Amp, 240 V, accuracy class 1.0 UC1 category and above along with inbuilt load control switch, containing provision for TOD & RTC, capable to define multiple tariff slabs. Meter Should support the following data : (i) 15/30 min instantaneous data for voltage, current, power factor, power, cumulative energy and frequency, daily and monthly billing survey for Cumulative Energy and Max Demand (ii) Meter should have connect / disconnect functionality operable for mdm/billing software and prepaid features would be operable for MDM / Billing end as per IS 15959 part 2. (iii) Meter should support communication protocol through RF/ 4G/NB IOT with the software all as required at site and directed . In case of RF Communication, the cost of DCU and repeaters are deemed to be included in the rates quoted for meters. (iv) The meter should support open communication protocol DLMS with the software
Note:- (a) The meter should be capable to run in both prepaid and postpaid mode (b) The meters would carry 5 year Guarantee for free replacement, thereafter it will be the responsibility of the service provider of the OEM to ensure the serviceability of meters for a further period of five year without any extra cost to department. The cost of the same are deemed to be included in the rates quoted for the item. (c) In case of Cellular communication such as 4G, NB IOT, 5G etc, the meter should be demonstrated working with more than one telecom service provider available in Clement Town area. (d) Meter should be integrable to third party software. Meter vender should provide all the necessary protocols and passwords including LLS key, HLS key, authentication passwords, encryption password. (e) Meter shall be supplied with repeater battery backup of RTC (f) The new meter will be fixed inside the existing MS/CRCA enclosure (g) Other specification of meter shall be all as specified in PS( (h) . The rates quoted for this items are deemed to be inclusive of all other additional works including materials which is not mentioned here but need to be executed for proper and smooth functioning of pre paid smart meter system.
M/s Candid Mask Networks Pvt Ltd
M/s Himanshu Tyagi
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