Tourism Government Departments Closing in 0 days TDR #21943713

Renovation Of Shri Kunjtirth At Village Nouch And Other Development Works In The Temple Premises .

Issued by Government Departments · Kaithal, Haryana
Tender Value
3.78 Lakhs
Estimated cost
Bid Submission
22 Oct 2019
0 days left
EMD
7568
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kaithal → Haryana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Renovation Of Shri Kunjtirth At Village Nouch And Other Development Works In The Temple Premises .

BOQ

Name of Work: Renovation of Shri Kunj Tirth at village Nouch and other development works in the temple premises.
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Earth work excavation in ordinary soil exclusive of compensation of earth. earth-work undressed with a combined lead upto 15 metres including breaking of clods .\nHSR Item No. 6.2 (b)BI01010001010000000000000515BI01000011146.2Per 100 cum
22Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth.\nHSR item No. 10.40BI01010001010000000000000515BI01000011150.88Cum
33First class brickwork laid in cement sand mortar 1:3 in foundation and plinth. \nHSR item No.11.5BI01010001010000000000000515BI01000011164.6Cum
44Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded.\nHSR item No.10.115BI01010001010000000000000515BI01000011173.48Sqm
55First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level. \nHSR item No.11.10BI01010001010000000000000515BI01000011187.82Cum
66Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects.+\nextra over Item, if 1:1 ½:3 mix is used, instead of 1:2:4 \nHSR item No.10.82+10.95aBI01010001010000000000000515BI01000011191.34Cum
77Fe-500 EQR TMT Steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete\nHSR item No. 18.22BI01010001010000000000000515BI01000011200.7Qtl
8812mm thick cement plaster 1:3\nHSR item No. 15.4BI01010001010000000000000515BI010000112146.46Sqm
99Screed of 40 mm thick cement concrete 1:8:16 to be laid below the topping \nHSR item No. 14.6BI01010001010000000000000515BI01000011225.58Sqm
1010Providing and fixing ceramic tiles/ anti skid tiles of size 400mm x 400 mm or above size of approved make in flooring, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles (Tiles shall be of premium quality of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT & JOHNSONS.\nHSR item No. 14.91BI01010001010000000000000515BI01000011235.58Sqm
1111Providing and fixing Ist quality ceramic glazed wall times confirming to IS 15622(thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete.\nsize of tiles 200 x300 mm\nHSR item No. 14.92 bBI01010001010000000000000515BI010000112425.08Sqm
1212PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (as approved by the Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT, SYPHONIC TYPE, consisting of- \n(i) VITREOUS CHINA WARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). \n(ii) One Piece SEAT AND LIDIN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers,(to the approval of the Engineer-in-charge). COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. \n(a) Single trap syphonic W.C. Suite (i) White\nHSR item No. 30.5 (a) (i)BI01010001010000000000000515BI01000011252Each
1313PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (ORDINARY) LAVATORY SUITES consisting of Lavatory in VITREOUS CHINAWARE size as give below ( to the approval of the Engineerin-charge) including china plug for tap hole where necessary ; \nR.S. or C.I.BRACKETS for building into wall including painting;\n32mm C.P.BRASS WASTE WITH C.P. brass chain and rubber plug; \n5mm C.P.BRASS SCREW DOWN PILLAR TAP WITH jam nuts or couplings best design (as approved by the Engineer-in-charge) \nALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. \nALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS, FLOORS AND PAINTING OF FITTINGS ETC\nWhite (ii) 480 x 400 mm\nHSR item No. 30.41BI01010001010000000000000515BI01000011262Each
1414PROVIDING AND FIXING POSITION BEST INDIAN MAKE FLAT BACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH CONSISTING OF : - \n (i) Flat back lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval of the Engineer-in-charge).\n(ii) 5 LITRES CAPACITY mosquito proof INDIAN MAKE C.I.AUTOMATIC FLUSHING CISTERN, PAINTED WITH non-yellowing white enamel paint or other approved shade enamel paint on outside and superior black bitumastic paint on inside complete with screwed 15 mm pipe; \n(iii) PAIR OF R.S.PR C,I. PAINTED BRACKETS AND BRASS COUPLINGS; \n(iv) Standard size G.I.FLUSH PIPE WITH C.P.BRASS WALL CLIPS AND UNIONS COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOOR AND PAINTING OF FITTINGS ETC. (as required by the Engineer-in-charge). \n (i) White \nHSR item No.30.19BI01010001010000000000000515BI01000011272Each
1515Providing and fixing in position super quality 65mm i/d opening C.P. brass dome type hinged grating weighing about 750gms, fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge) \nHSR item No. 30.74BI01010001010000000000000515BI01000011284Each
1616Providing and fixing in position C.P. brass stop cocks (as approved by the Engineerin-charge) (a) 15 MM STOP COCK \n (i) Stop cock male and female end \nHSR item No.30.76BI01010001010000000000000515BI01000011296Each
1717Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the engineer-in-charge). \n (a) Bib cock long body \nHSR item No.30.75BI01010001010000000000000515BI01000011306Each
1818Supply and erection of pipe of 1.60 mm thickness recessed in wall and complete with M.S. boxes for housing regulators wall sockets, switches etc.\n (ii) Light point (b) medium point \nHSR item No. 31.4BI01010001010000000000000515BI01000011314Each
1919Pvc Insulated wiring in Recessed Conductor cable in 1.6 mm thick conduit pipe 31.1 Wiring in 1.5 sq mm PVC insulated aluminum conductor cable in 1.5 mm thick conduit pipe. \n(ii) Light Point (b) medium point \nHSR item No. 31.1BI01010001010000000000000515BI01000011324Each
2020Providing and fixing HDPE water storage tanks of Sintex, Diplast, OK, Supreme make with covers/ lids marked with IS 12701 on roof top of buildings including cost of hoisting and placing in position, making connection with inlet and outlet suitable plug on scour pipe including cost of nipples washers, flanges for connections in tanks complete in all respect to the satisfaction to the Engineer-in-charge. (Except civil Works)\n300 ltr capacity\nHSR item No.30.119BI01010001010000000000000515BI01000011332Each
2121LABOUR FOR LAYING JOINTING, FIXING AND TESTING G.I./P.V.C./W.I.PIPE LINES AND SPECIALS tees bends, sockets elbows etc., INSIDE BUILDING and testing etc., complete including cutting threading. (a) EXCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipeline Metre 3.30 \nHSR item No. 28.18BI01010001010000000000000515BI010000113410.36Meter
2222(ii) 20 mm internal diameter of pipeline \nHSR item No. 28.18BI01010001010000000000000515BI010000113513.42Meter
2323LABOUR FOR LAYING JOINTING FIXING, AND TESTING G.I./P.V.C./W.I.PIPELINES AND SPECIALS tees, bends, sockets, elbows etc. in TRENCHES IN THE GROUND, cutting, threading and testing etc., complete (i) 15 mm internal diameter \nHSR item No. 28.19BI01010001010000000000000515BI010000113610.36Meter
2424(ii) 20 mm internal diameter of pipeline \nHSR item No. 28.19BI01010001010000000000000515BI010000113713.42Meter
2525Supply and erection of GI and Waste PipesBI01010001010000000000000515BI01000011382L.S
2626Providing two coats of exterior acrylic emulsion paint (b) ist quality\nHSR item No.16.79BI01010001010000000000000515BI010000113934.2Sqm
2727Painting two coats with plastic emulsion paint on walls on new work to give an even shade. With Ist quality\nHSR item No. 16.30BI01010001010000000000000515BI010000114017.84Sqm
2828Providing and laying 60mm thick interlocking paver block of all shapes and colours in design mix concrete M-35 over a bed of 25mm thick fine sand complete in all respect\nHSR item No. 10.158BI01010001010000000000000515BI010000114111.06Sqm
2929Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete: - (a) door and window frame of size 89 mm X 50 mm with 40 mm wide single rebate \n HSR item No. 18.34 ABI01010001010000000000000515BI010000114211.58Rmt
3030Factory manufactured paneled and glazed door shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., c(non –coniferous timber other than team, conforming to I.S specification no. 1003 kiln seasoned), with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panelsof 12 mm thick, commercial veneered both side particle board or plywood of B.W.R. grade, hot pressed, including cost of iron hinges, screws, chock/cleats stops and nails etc. complete fixed in position(excluding the cost of any fittings, other than specified above but including labour for fixing the same position. [HSR 17.91 (b) (-) 17.18 - Note]\nHSR item No. 17.91 (b)BI01010001010000000000000515BI01000011432.78Sqm
3131Providing and laying 60mm thick interlocking paver block of all shapes and colours in design mix concrete M-35 over a bed of 25mm thick fine sand complete in all respect\nHSR item No. 10.158Providing and laying 60mm thick interlocking paver block of all shapes and colours in design mix concrete M-35 over a bed of 25mm thick fine sand complete in all respect\nHSR item No. 10.158400Sqm
3232Solar Street Light with 8 Mtr. Long Pole including installation and including GST, warranty, 12 MonthsSolar Street Light with 8 Mtr. Long Pole including installation and including GST, warranty, 12 Months4Nos
3333Earth work excavation in ordinary soil exclusive of compensation of earth. earth-work undressed with a combined lead upto 15 metres including breaking of clods .\nHSR item No. 6.2 (b)Earth work excavation in ordinary soil exclusive of compensation of earth. earth-work undressed with a combined lead upto 15 metres including breaking of clods .\nHSR item No. 6.2 (b)3.54Per 100 cum
3434Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth. \nHSR item No. 10.40Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth. \nHSR item No. 10.400.35Cum
3535First class brickwork laid in cement sand mortar 1:3 in foundation and plinth. \nHSR item No. 11.5First class brickwork laid in cement sand mortar 1:3 in foundation and plinth. \nHSR item No. 11.52.16Cum
363612mm thick cement plaster 1:3\n HSR item No. 15.412mm thick cement plaster 1:3\n HSR item No. 15.49.76Sqm
3737Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects.+\nextra over Item, if 1:1 ½:3 mix is used, instead of 1:2:4 \nHSR item No. 10.82+10.95 aCement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects.+\nextra over Item, if 1:1 ½:3 mix is used, instead of 1:2:4 \nHSR item No. 10.82+10.95 a0.23Cum
3838Fe-500 EQR TMT Steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete\nHSR item No. 18.22Fe-500 EQR TMT Steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete\nHSR item No. 18.220.15Qtl

AI Tender Summary

OUR REF NO 21943713
AUTHORITY Government Departments
TENDER VALUE 3.78 Lakhs
LAST DATE 22-10-2019
Authority
Authority Name Heritage Division
Work Description Renovation Of Shri Kunjtirth At Village Nouch And Other Development Works In The Temple Premises .
Basic Detail
Tender No 3151-3170/9-A dated 16/06/2019
Bidding Type Tender
Location
City Kaithal
State Haryana
Key Dates
Publish Date 25 Sep 2019
Submission Date 22 Oct 2019
Open Date 23 Oct 2019
Finance
Tender Value 3.78 Lakhs
Tender Fee 500
EMD 7568
Exemption Not Available
Document List
Bid_6.pdf
Tendernotice_1.pdf
A42D2529-2ABF-4569-8A32-24DBF1CA3183.html
BOQ_147485.xls

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Tender Timeline

Sep 25, 2019
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 22, 2019
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 23, 2019

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Bid_6.pdf

pdf

Tendernotice_1.pdf

html

A42D2529-2ABF-4569-8A32-24DBF1CA3183.html

xls

BOQ_147485.xls

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