Environment and Forests Government Departments Closing in 3 days TDR #56968955

Tender for Tender for Construction Of Watch Tower At Van Naka Udainiwas Range Udaipur (East)

Issued by Government Departments · Udaipur, Rajasthan
Tender Value
9.86 Lakhs
Estimated cost
Bid Submission
19 Aug 2026
3 days left
EMD
19720
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Udaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Watch Tower At Van Naka Udainiwas Range Udaipur (East)

BOQ

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Sl. No. Item Description
1Excavation work 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 with a lead in a 50 meter including stacking of useful material if available :Ordinary Rock
2Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level:M-10 grade Nominal Mix ( with graded stone aggregate 20mm nomial size )
3Random rubble Stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in : cement mortar 1:6 (1 cement : 6 coarse sand)
4Add extra over item no. 5.1 for Brick work in super structure upto third storey using brick of class designation 75 in:cement mortar 1:6 (1 cement : 6 coarse sand)
5Brick work in partition in super structure upto third storey 7 cm thick ( bick on edge ) using brick of class designation 75 in:cement mortar 1:4 (1 cement : 4 coarse sand)
6Random rubble dry stone Kharanja under floor.
7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level:M-15 grade Nominal Mix ( with graded stone aggregate 20mm nomial size )
8Centering and shuttering with steel plates including strutting propping, barcing both ways with woodens members and removal of form work upto floor three level for:Wall ( any thickness ) including attached pilasters , buttresses, plinth and string Course .
9Centering and shuttering with steel plates including strutting propping, barcing both ways with woodens members and removal of form work upto floor three level for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
10Columns, pillars, posts and struts etc.
11providing and laying in position specified grade of cement concrete for RCC structure elements upto floor three level including curing compaction etc. complete in retaining walls,returnwall, Wall ( any thickness ) including attached pilasters , column,piers, abutments,,pillers, posts,buttresses string Course ,parapet coping bed plates, anchor blockes,sills, fillets up to floor three level excluding the cost of centreing and shuttering .M 20 grade mix
12Providing and fabricating reinforcement for RCC work including straightening , cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three level Thermo mechanically treated bars (IS:1786)
13Polished Blue Kota stone flooring skirthing laid over 20mm thick base of CM 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete . For area of each slab from 2001sqm to 5000 sqm 25 mm thick slab
14P/ F M.S. sheet Single leaf door shutter in angle iron frame 35X35X5 mm suitabilly daigonally bracked with 25X3 mm flat iron above and below lock rail of size 50X5 mm beading extra including all fitting as per direction of engineer-in- charge but excluding cpst of chowkhats inculding twocoats of anti-corrosive red oxide primer paints. M.S. Sheet 20 S.W.G.
15Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038- 1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required.
16Window side Hung ( openable )
17Ventilators top Hung ( openable )
18Supplying & fixing fixed wige gauge of 14 mesh X 24 gauge to the metal frame of rolled section by metal beading 20X3 mm with suitable screw at not exceeding 150mm distance .
19Providing and fixing Square bars or other flat welded to window, ventilatiors etc.Wt. per metre 0.785 Kg /m=63.90 X 0.785
20Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primerWt. per metre 3.50 Kg /m= 10.50 X 3.5
21Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc complete fine finish : 20 mm thick
22Painting with emamel paint of approved brand and manufacture and to give an even shade . Two or more coats on New work
23Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including allscaffolding: Two or more coats on new work including prepration of base with primer Putty lippy complete in all respect.
24Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). New work ( three or more coats )
25Filling available excavated earth ( excluding rock) in trenches plinth side of foundation etc. in layer not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering including lead upto 50 mts and with all lift.
26Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofingcement compound consisting of applying : (i )after surface preparation, first layer of slurry of cement @0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (ii) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm . (iii) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around (iv) fourth and final layer of brick tiling „with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured
27Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: Angle 50X50X6 mm
28Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white lead and 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 whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2
29Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & it's ISI marked (IS:14768 P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A 0odular switch,3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR A.
30Short Point (Upto 3 Mtr)
31Medium Point (Upto 6 Mtr)
32Large Point (Upto 10 Mtr)
33Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947- 2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A &above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure'A' attached with this BSR Single pole MCB (With B/C curve tripping Characteristics
3405 A to 5 A rating
356 A to 32 A rating
3640 A rating
37Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 % Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 50.0 Sq. mm ( 3.50 Core ) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56968955
AUTHORITY Government Departments
TENDER VALUE 9.86 Lakhs
LAST DATE 19-08-2026
Authority
Authority Name Forest Department
Work Description Tender for Construction Of Watch Tower At Van Naka Udainiwas Range Udaipur (East)
Basic Detail
Tender No E-37-2026-27
Bidding Type Tender
Location
City Udaipur
State Rajasthan
Key Dates
Publish Date 12 Aug 2026
Submission Date 19 Aug 2026
Open Date 19 Aug 2026
Finance
Tender Value 9.86 Lakhs
Tender Fee 500
EMD 19720
Exemption Not Available
Document List
BID_37.pdf
BOQ_1041006.xls
dedd9c03-4c42-4442-8c35-4db18fe3ea22.html
Tendernotice_1 (36).pdf

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Tender Timeline

Aug 12, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
pdf

BID_37.pdf

xls

BOQ_1041006.xls

html

dedd9c03-4c42-4442-8c35-4db18fe3ea22.html

pdf

Tendernotice_1 (36).pdf

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