Power Government Departments Closing in 0 days TDR #30640335

Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur

Issued by Government Departments · shekhala, Rajasthan
Tender Value
21.50 Lakhs
Estimated cost
Bid Submission
27 Jan 2022
0 days left
EMD
43000
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur

BOQ

Name of Work: Construction ofGuard hut and Store Shed Building at 132 KV GSS Shekhala, Jodhpur ( B.S.R. 2019 Building , Jodhpur)
Sl. No. Item Description
1Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils ( B-2/1.8)
2Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. Hard Rock (Blasting Prohibited) useful material 30 %(B/1.9.3) @ 733/-P.Cum
3P/ laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level ( A.)1:4:8 (1Cement : 4 Course Sand : 8 Graded stone agg. 40 mm nominal size (Crusher Broken) (B-16/3.2.7)
4Grading roof water proofing treatment with :Cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded stone aggregate 20mm nominal size).(B- 180 /15.19.2)
5Random Rubble stone masonry for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). (B-40/ 6.1.7 )
6Random Rubble stone masonry for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). (B-40/ 6.1.7 ) Extra over item no. 6.1 & 6.2 for :Wall up to 30 cm or less thickness (B-40/6.3.2) @ 316/- P.Cum
7P/laying in position specified grade of reinforced cement concrete including curing -do- cost of centering, shuttering and reinforcement.All work up to plinth level : 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-21 / 4.1.2 )
8Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. ( B-23/4.11 )
9Random Rubble stone masonry for superstructure above plinth level one storey height above 30 Cm. thick walls in :Cement Mortar 1:6, Add for Wall up to 30 Cm. and less thickness. (B 39-40/ 6.2.7 + 6.3.2 )
10Extra for facing as per design and detailed specifications including additional cost of stones over item No. 6.1 & 6.2 for : Course rubble facing Second Sort. (B-40 / 6.4.2 )
11Plaster on new surface on walls in cement sand mortarincluding racking of joint etc. complete fine finished:(A) 25 mm thick CSM 1 : 6 ( B-144/ 12.9.1 ) @ 198/- P.Sqm
12Plaster on new surface on walls in cement sand mortarincluding racking of joint etc. complete fine finished: (B) 20 mm thick CSM 1 : 6 ( B-144 / 12.9.2 ) @ 152/- P.Sqm
13Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: ( a )12mm thick Add extra over item for plaster done over ceiling( B- 144/ 12.8.3 +12.18) @ 160.80/- P.Sqm
14Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: ( a )12mm thickover RCC surface (B-144/12.8.3) @ 134/- P.Sqm
15Pointing on stone masonry in cement sand mortar 1:3 : Deep grooved pointing ( B-149/ 12.36.4 )
16Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitered and welded with 15x3 mm lugs 10 Cm. 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 required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. ( B-97/ 9.13 )
17Providing & fixing steel glazed doors, windows and ventilators shutters of standard rolled steel section joint mitered and welded with steel 13x3mm lugs 10 Cm. 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 required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.windows side hung (Openable) ( B-103/ 9.28.3 )
18S/ F fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. ( B-103/9.31 )
19Providing and fixing Square bars or other flat welded to window, ventilators etc. ( B-104/ 9.32 )
20Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A\" Commercial Veneer both side 30 mm thick shutter with internal teak wood liping in 25 mm depth in single leaf shutter ( B-81-82 / 8.18.2 +8.19.3)
21P/ fixing Nigeria Ghana Teak wood grade – Imoulding and beadings in droops and windows size :- 50x12 mm ( B-85/ 8.34.1 )
22Reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 15o , landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases, up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement: with 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size). ( B-21 / 4.3.1 )
23Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chajjas lintel, beam etc.(B-23/4.12.2)
24Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete upt o floor three level. Thermo Mechanically Treated Bars ( B-24/ 4.13)
25Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 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 up to 901 to 2000Sq. Cm :(B) 30 mm thick slab.( B -/11.35.2)
26Half brick masonry in Super Structure using bricks of designation 75 with nominal hoop reinforced (2 Nos. 6mm MS bar) at every fourth course in for hoop reinforcement 1Sqm. 6mm MS bar 2x2x1.00 = 4.00 ( B-34-35 / 5.8.4+5.9 )
27Supplying and fixing machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges: Kota stone 25 to 30 mm thick. ( B-43 / 6.16.4 )
28Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete : 30 mm thick slab area up to 2001 to 5000 Sq.Cm. ( B-136 / 11.37.3 )
29Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification : 50 mm thick ( B-178 / 15.6 )
30White washing with lime to give an even shade including all scaffolding: New work (three or more coats)(B-150/12.44.1)
31Painting with weather coat paint (Asin paint/ I.C.I./Berger or eq. ISI make paint) two or more coat to give an even shade on new work.(B/12.88)
32Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. ( B-156 / 12.68.1 )
33Providing and fixing un plasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B\" for sciland waste discharge system (IS : 13592: 1992 marked) of approved quality/ make. 110mm dia (S-47 / 3.45.2 )
34Providing and fixing un plasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B\" for sciland waste discharge system (IS : 13592: 1992 marked) of approved quality/ make. ( A ) Bend 87.5 Dg. ( S-47 / 3.46.4 )
35Providing and fixing un plasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B\" for sciland waste discharge system (IS : 13592: 1992 marked) of approved quality/ make. ( B ) Bend 45 Dg. ( S-47 / 3.46.5 )
36Providing and fixing un plasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B\" for sciland waste discharge system (IS : 13592: 1992 marked) of approved quality/ make. ( C ) pipe clip ( S-75 / 3.46.12 )
37P&L glazed tiles pieces for roof treatment having colour and shade as approved by the engineer in charge over 20mm thick under layer of cement mortar mix 1:4 with application of cement slurry incl. finishing of joints with white cement and pigment matching the shade curing etc. complete in all respect.(B -122/ 10.50)
38Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m, disposed earth to be levelled and neatly dressed: All kinds of soil. (B-1.6) @ 190/- P.Cum Add for Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr.( B-8/1.30) @ 52/- Add for Carriage of Earth, Sand ,line morrum, manure or sludge (G-5/5.1) For 2 KM Lead (52.9+3.4-18.6) @ 37.7/-
39Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. (B-114 /10.8)
40Providing and laying Chequerred plain cement concrete embossed specially manufactured non-slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete.Add extra for chequerred coloured plain cement concrete or specially manufactured non-slipping tiles of approved make 20 mm thick.( B - 135 / 11.33+11.34 )
41Brick masonry in Super Structure with bricks of class designation 75 mm in : CSM 1: 6 ( B-33 / 5.1.7+5.2 )
42Supply and fixing of rolling shutters of approved make, made of 80x1.25mm ms laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for in side and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire spring grade No 2 and ms top cover 1.25 mm thick for rolling shutters as per design(Clear openable area to be measured for payment.). (B-100 / 9.23 )

AI Tender Summary

OUR REF NO 30640335
AUTHORITY Government Departments
TENDER VALUE 21.50 Lakhs
LAST DATE 27-01-2022
Authority
Authority Name Rajasthan Rajya Vidyut Prasaran Nigam Ltd
Work Description Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur Construction Of Guard Hut And Store Shed Building At 132 Kv Gss, Shekhala, Distt. Jodhpur
Basic Detail
Tender No NIT No. 12 (2021-22) SE (Civil) Jodhpur
Bidding Type Tender
Location
City shekhala
State Rajasthan
Key Dates
Publish Date 07 Jan 2022
Submission Date 27 Jan 2022
Open Date 28 Jan 2022
Finance
Tender Value 21.50 Lakhs
Tender Fee 1180
EMD 43000
Exemption Not Available
Document List
BOQ_452395.xls
FinalContractAggrementfin.pdf
Tenderdoc.pdf
Tendernotice_1.pdf
a7ca5cc1-0793-4c6d-8a33-8fcf97314425.html

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Tender Timeline

Jan 07, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 27, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 28, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_452395.xls

pdf

FinalContractAggrementfin.pdf

pdf

Tenderdoc.pdf

pdf

Tendernotice_1.pdf

html

a7ca5cc1-0793-4c6d-8a33-8fcf97314425.html

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