Power Government Departments Closing in 15 days TDR #57899524

Tender For Construction Of Divisional Store In Place Of Damaged Collapsed Old Store At Power Development Department Complex Choglamsar Leh

Issued by Government Departments · Leh, Ladakh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Oct 2026
15 days left
EMD
2.07 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Divisional Store In Place Of Damaged Collapsed Old Store At Power Development Department Complex Choglamsar Leh

BOQ

Name of Work:- CONSTRUCTION OF DIVISIONAL STORE IN PLACE OF DAMAGED COLLAPSED OLD STORE AT POWER DEVELOPMENT DEPARTMENT COMPLEX CHOGLAMSAR LEH
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) infoundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50 m.All kinds of soil.
2Soling Dumping of stone including cost of stone
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 40mm nominal size aggregate
4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
5Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
6Centering and shuttering including strutting, propping etc. and removal of form for: Foundation,Plinth Beam, footing bases of column
7Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
8Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
9Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
10Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement- All workup to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
12Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
13Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. (Thermo-Mechanically Treated bars of grade Fe-500D or more
14Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size).
15WALL PLASTER - EXTERIOR and Interior 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
16Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer
17Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
18Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : Newwork(two or more coats)over and including water thinnable priming coat with cement primer
1952 mm thick cement concrete flooring with concrete hardener topping,underlayer 40 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications.This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
20Providing and laying Vitrified tiles in floor indifferent sizes (thickness to be specified by themanufacturer) with water absorption less than 0.08% and conforming to IS:15622,of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar1:4(1 cement:4 coarse sand) jointing with grey cement [email protected]/sqm including grouting the joints with white cement and matching pigments etc.The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will bed one with the notch trowel,plier, wedge,clips of required thickness, leveling system and rubber mallet for placingthe tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm
21Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): Second class kail wood
22Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws,excluding panelling which will be paid for separately,all complete as per direction of Engineer-in-charge.(Note:-Butt hinges and necessary screws shall be paid separately). Second class kail wood 35 mm thick shutters
23Providing& fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, 4.0 mm thick glass panes
24Providing and fixing bright finished brass handles with screws etc. complete: 125 mm
25Providing and fixing bright finished brass tower bolts (barrel type)with necessary screws etc. complete : 250x10 mm
26Providing and fixing bright finished brass door latch with necessary screws etc. complete : 300x16x5 mm
27Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
28Painting with synthetic enamel paint of approved brand and manufacture to givean even shade: Two or more coats on new work
29Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks,bolts and nuts 8mm diametre with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.0.63 mm thick with zinc coating not less than 275 gm/ m3
30Providing ridges or hips of width 60cm overall width plain G.S.sheet fixed with polymer coated J or L hooks,bolts and nuts 8mm dia G.I. limpet and bitumenwashers complete. 0.63 mm thick with zinc coating not less than 275 gm/m3
31Providing and fixing15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3 mm size,bolts,nuts and washers etc., including making necessary connections with rain water pipes complete.
32Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting welding all complete
33Providing and fixing traditionally carved wood work (Shingstak) over doors and windows including all accessories as per the direction of the Engineer in-charge, complete with; 2nd class kail wood
34Providing and fixing onwall face unplasticised Rigid PVC rainwater pipes conforming to IS:13592 TypeA, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mm
35Supplying and fixing rolling shutters of approved make,made of required size M.S. laths, interlocked 80x1.20 mm M.S. laths with 1.20 mm thick top cover
36Providing and fixing ball bearing for rolling shutters.
37Extra for providing mechanical device chain and crank operation for operating rolling shutters.
38Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
39Steel work welded Inbuilt up sections/framed work, including cutting,hoisting, fixing in position and In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
40Hire charges of TATA 407 or equivalent for local shifting.
41Front end loader 1 cum bucket capacity (incl POL)
42Engagement of Labour for Shifting
43Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including Hot finished seamless type tubes
44Providing 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 mpasteel 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 insingle length upto 12 metre or as desired by Engineer-in-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, excludingthe cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
45Carriage of material by MT from source to site of work including loading, unloading complete job Cement & Steel ----------------10 Km
46Carriage of material by MT from source to site of work including loading, unloading complete job Sand 10kms
47Carriage of material by MT from source to site of work including loading, unloading complete job Stone Aggregate 10kms
48Carriage of material by MT from source to site of work including loading, unloading complete job Stone 10kms
49Carriage of material by MT from source to site of work including loading, unloading complete job Cement Concrete Blocks --------10 Km
50Carriage of material by MT from source to site of work including loading, unloading complete job Steel/GI Sheets --------10 Km
51Electrical Items
52Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
53Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFRPVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulatedcopper conductor single core cable etc. as required. Group C
54Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit asrequired. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
55Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit asrequired. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
56Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire
57Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm
58Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 Amodular socket outlet and 2 nos. 5/6 A modularswitch, connections etc. as required. (For light plugsto be used in non residential buildings).
59Supplying and fixing suitable size GI box with modularplate and cover in front on surface or in recess,including providing and fixing 3 pin 5/6 A modularsocket outlet and 5/6 A modular switch, connectionsetc. as required.
60Supplying and fixing suitable size GI box with modularplate and cover in front on surface or in recess,including providing and fixing 6 pin 5/6 & 15/16 Amodular socket outlet and 15/16 A modular switch,connections etc. as required.
61Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 6 way (4 + 18), Double door
62Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 Amps
63Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
64Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\"curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.Single Pole
65Supplying and fixing single pole blanking plate in the existingMCB DB complete etc. as required.
66LED Batten light (System lumen efficacy >135 lm/Watt) Supplying, installation, Testing & Commissioning oof LED surface mounted Batten light of following bodymaterial and construction as per IS : 10322 withdriver (Replaceable) as per the requirement withDriver efficiency >85% ,Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range-5 0C to 40 0C, internal surge protection of 2.5 KVwith Short & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, Flicker free (flicker shouldbe below 5 %), life time (LED, Driver & electricalcircuitry), of minimum 50000 Burning Hourswith 70% of initial Lumen maintained till lifeends, CCT 3000°K / 4000°K / 5700°K /6500°K(As per ANSI Bin), SDCM(Standard DeviationColor Matching) <3, Shape size andCCT shall be as approved by Engineer-in-Charge asper requirement. (Thermal management: heat sinkof aluminium housing such that LED junctiontemperature shall not rise above 90°C). 36 wat
67Installation, Testing and Commissioning of exhaustfan in the existing opening, including making good thedamage, connection, testing, commissioning etc. asrequired. Upto 450 mm sweep Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57899524
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 23-10-2026
Authority
Authority Name Power Development Department
Work Description Tender for Construction Of Divisional Store In Place Of Damaged Collapsed Old Store At Power Development Department Complex Choglamsar Leh
Basic Detail
Tender No NIT-11/CD-II/PDC/L/2026-2027
Bidding Type Tender
Location
City Leh
State Ladakh
Key Dates
Publish Date 07 Oct 2026
Submission Date 23 Oct 2026
Open Date 24 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee 1500
EMD 2.07 Lakhs
Exemption Not Available
Document List
a796230b-6abf-44d2-87ea-96a6c2b7d3ac.html
BOQ_46475.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Oct 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

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html

a796230b-6abf-44d2-87ea-96a6c2b7d3ac.html

xls

BOQ_46475.xls

pdf

Tendernotice_1.pdf

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