Water Resources and Irrigation Government Departments Closing in 0 days TDR #27948399

Providing Gwss To Duno In Gp Nichar Tehsil Nichar Distt . Kinnaur H . P . Site Development For Civil Work , Barbed Wire Fencing , Co Intake Chamber , Co Rcc Storage Tank 10000 Ltrs Cap , Laying , Jointing And Testing Of Gms Tubes Of Various Dia

Issued by Government Departments · Reckong Peo, Himachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
03 Jun 2021
0 days left
EMD
25884
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Providing Gwss To Duno In Gp Nichar Tehsil Nichar Distt . Kinnaur H . P . Site Development For Civil Work , Barbed Wire Fencing , Co Intake Chamber , Co Rcc Storage Tank 10000 Ltrs Cap , Laying , Jointing And Testing Of Gms Tubes Of Various Dia

BOQ

Name of Work: Providing GWSS to Duno in G.P. Nichar in Tehsil Nichar, Distt. Kinnaur HP. (SH:- Site Development of Civil Work, Barbed Wire Fencing, C/O Intake chamber, C/O RCC Storage Tank 10000 Litres Capacity and Laying, jointing & testing of GMS tube Various Dia.
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Cutting in earth work in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited and disposal of excavated earth within all leads and lifts.62.66Cum
22Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with a lead of 20 mtrs. P/J Work 50% each.1348.18Cum
33Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth3.01Cum
44Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate\n20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:
54.01Foundation footings bases of columns and the like and mass concrete.2.36Cum
64.02Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :3.47Cum
74.03Suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.0.24Cum
85P/L RCC work 1:2;4 (1 cement :2 sand : 4 graded stone agg. 20mm N/s) and curring complete excluding the cost of form work and reinfocement for reinforced work in:- suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.0.8Cum
96Providing and laying no fine cement concrete 1:6 (1cement :6 graded stone aggregate\n20mm. nominal size) and curing complete excluding cost of form work in foundation and plinth, walls etc.0.08Cum
107Providing and laying in reraining wall and breast wall 10.0 Kgf/cm2 working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. (a) 100mm nominal bore.32Each
118Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 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.35.82Cum
129Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:
139.01a) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts.7.97Sqm
149.02b) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.79.46Sqm
1510White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.54.91Sqm
1611Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.586kg
1712Providing and fixing of 3.15mm MS Sheet Manhole cover 600x600mm with locking arrangement.1Each
1813Providing and fixing sand cast/cast iron span spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measure and paid for separately) 100mm nominal dia2Rmt.
1914Providing and fixing cast iron cowl 100mm nominal diameter1No.
20151.80 mtr. High fencing with 2.50 mtr. Angle iron posts of size 65x65x6mm (min.) 2.50 mtr. Centre to centre with a horizontal 1.80 mtr. High fencing with 2.50 mtr. M.S. angle iron post of size 65x65x6mm (min.) 2.50 mtr. centre to center with 9 No horizontal lines and two diagonals of galvanised steel barbed wire (IS:278-1962 Type 1) weighing 9.38 kg per 100 mtr. (minimum) strained and fixed to posts with 61 steples, embed in C.C 1:3:6 including earth work, painting of M.S. angle iron complete.37.42Rmt.
2116Steel work welded in built up sections, trusses and fremed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gratings, framed guards, bars ladders railings brackets and similar works0.9Qtl
2217Laying & Jointing in treanches GMS tube (MG) and tube fitting (earth work in trenches to be measured and paid seprately) as per the direction of the Engineer-in-Charge including all fittings complete.
2317.0120mm dia3480Rmt.
2417.0225mm dia2620Rmt.
2517.0332mm dia466Rmt.
2618Providing and Fixing Gun Metal peet valve with hand wheel (Superior Quality) complete.
2718.0120mm dia5Each
2818.0225mm dia6Each
2918.1332mm dia3Each

AI Tender Summary

OUR REF NO 27948399
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 03-06-2021
Authority
Authority Name Irrigation And Public Health Department
Work Description Providing Gwss To Duno In Gp Nichar Tehsil Nichar Distt . Kinnaur H . P . Site Development For Civil Work , Barbed Wire Fencing , Co Intake Chamber , Co Rcc Storage Tank 10000 Ltrs Cap , Laying , Jointing And Testing Of Gms Tubes Of Various Dia
Basic Detail
Tender No RKP-KNR00-7082-
Bidding Type Tender
Location
City Reckong Peo
State Himachal Pradesh
Key Dates
Publish Date 21 May 2021
Submission Date 03 Jun 2021
Open Date 04 Jun 2021
Finance
Tender Value Ref. Documents
Tender Fee 400
EMD 25884
Exemption Not Available
Document List
BOQ_71495.xls
Tendernotice_1.pdf
F65EAD77-B23A-477E-A26A-36DEEBC15031.html

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Tender Timeline

May 21, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 03, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 04, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_71495.xls

pdf

Tendernotice_1.pdf

html

F65EAD77-B23A-477E-A26A-36DEEBC15031.html

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