Water Resources and Irrigation Government Departments Closing in 0 days TDR #32895319

Balance Work For Providing Lwss To Nc Pc Habatation Of Gaonsari Gokswari In Gp Gaonsari And Providing Lwss To Nc Pc Habitation Of C V Sunapani Khashdhar In Gp Khashdhar Tehsil Chirgaon Distt Shimla Hp Sh C O Rcc Intake Chambers 3 Nos C O Rcc Storage Tank

Issued by Government Departments · rohru, Himachal Pradesh
Tender Value
39.46 Lakhs
Estimated cost
Bid Submission
07 Jul 2022
0 days left
EMD
66700
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
rohru → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Balance Work For Providing Lwss To Nc Pc Habatation Of Gaonsari Gokswari In Gp Gaonsari And Providing Lwss To Nc Pc Habitation Of C V Sunapani Khashdhar In Gp Khashdhar Tehsil Chirgaon Distt Shimla Hp Sh C O Rcc Intake Chambers 3 Nos C O Rcc Storage Tank Of Various Capacities 15000 Ltr Cap 1 No 10000 Ltr Cap 2 Nos 16000 Ltr Cap 1 No C O Retaining Wall To Protect The Storage Tank 15 50 Mtrs Providing Fencing Around The Civil Structure

BOQ

Name of Work: Balance work for Providing LWSS to NC/PC habatation of Gaonsari, Gokswari in GP Gaonsari and Providing LWSS to NC/PC habitation of C.V. Sunapani, Khashdhar in GP Khashdhar Tehsil Chirgaon Distt. Shimla (HP).(SH: C/O RCCIntake Chambers3 Nos., C/ORCC Storage Tank of various capacities 15000 ltr cap,=1 No, 10000 ltr cap. 2 nos, 16000 Ltr Cap. =1 No , C/O Retaining wall to protect the storage tank = 15.50 mtrs , Providing fencing around the Civil structure, Head weir & Laying, jointing & testing of GMS tube of 15 mm = 3100 rmts, 20 mm = 3000 rmts, 25 mm = 5000 rmts and 32 mm =3600,40 mm = 1800 rmts).Job No 2)Phase 2nd
Sl. No. Item Description
1Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge.
2Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. inFoundation and plinths
3Providing and laying cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge.
4Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts
5Providing and laying cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge in:-
6Foundation,footing basis of columns & the likeand mass concrete.
7Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.
8P/L cement conc. 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge.
9In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
10Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-
11Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like
12Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts
13Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts.
14Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
15Providing and laying No fine concrete in 1:4 (1cement: 4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts.
16Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses withhard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts.
17C/O Dry rubble masonry in breast wall/ retaining wall, and revetment walls and parapet wall etc. including all leads and lifts
18Boulder filling behind retaining wall/crate wall as per the satisfaction and direction of Engineer in Charge.
19Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh).
20Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge.
21Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 600x600mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge.
22White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter complete within all lead & liftsand to the entire satisfaction of the Engineer-in-Charge.
2310mm Cement plaster in single coat in fair side of brick /stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angels not exceeding 80mm in earth and finished even and smooth including all leads and lifts a) 1:3 (1Cement:3sand).
24Layingjointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipe including all leads and lifts.32 mm (L.R)
25Providing and fixing gun metal wheel valve (with hand wheel ) including all leads and lifts
2632mm
27Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specifiedin all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
28Bottom Layer: Broken stone 50mm to 75mm
29Laying, jointing and testing in trenches galvanized mild steel screwed and socketedpipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: (LR):
3015mm dia (LC).
3120mm dia (LC).
3225mm dia (LC).
3332mm dia (LC).
3440 mm dia (LC).

AI Tender Summary

OUR REF NO 32895319
AUTHORITY Government Departments
TENDER VALUE 39.46 Lakhs
LAST DATE 07-07-2022
Authority
Authority Name Irrigation And Public Health Department
Work Description Balance Work For Providing Lwss To Nc Pc Habatation Of Gaonsari Gokswari In Gp Gaonsari And Providing Lwss To Nc Pc Habitation Of C V Sunapani Khashdhar In Gp Khashdhar Tehsil Chirgaon Distt Shimla Hp Sh C O Rcc Intake Chambers 3 Nos C O Rcc Storage Tank Of Various Capacities 15000 Ltr Cap 1 No 10000 Ltr Cap 2 Nos 16000 Ltr Cap 1 No C O Retaining Wall To Protect The Storage Tank 15 50 Mtrs Providing Fencing Around The Civil Structure
Basic Detail
Tender No JSV-RD-AB-Tender 22-5870-94
Bidding Type Tender
Location
City rohru
State Himachal Pradesh
Key Dates
Publish Date 30 Jun 2022
Submission Date 07 Jul 2022
Open Date 07 Jul 2022
Finance
Tender Value 39.46 Lakhs
Tender Fee 400
EMD 66700
Exemption Not Available
Document List
3c29c547-3fd3-410c-b2cd-6a7b631f9176.html
BOQ_94013.xls
F6.pdf
F7and8.pdf
Tendernotice_1.pdf
termandcondition.pdf

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Tender Timeline

Jun 30, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 07, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 07, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

3c29c547-3fd3-410c-b2cd-6a7b631f9176.html

xls

BOQ_94013.xls

pdf

F6.pdf

pdf

F7and8.pdf

pdf

Tendernotice_1.pdf

pdf

termandcondition.pdf

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