Water Resources and Irrigation Government Departments Closing in 0 days TDR #28884824

Improvement / Augmentation Of Lwss Budra Balsar In Gp Koulanwaala Bhood Tehsil Nahan Distt. Sirmour Hp Repair Of Existing Cut Off Wall, C / O Sumpwell 29000 Ltrs Cap., Main Storage Tank 17000, 8000 Ltsr Cap., And Sector Storage Tank 6000 Ltrs Cap., I

Issued by Government Departments · Nahan, Himachal Pradesh
Tender Value
30.99 Lakhs
Estimated cost
Bid Submission
25 Aug 2021
0 days left
EMD
54000
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement / Augmentation Of Lwss Budra Balsar In Gp Koulanwaala Bhood Tehsil Nahan Distt. Sirmour Hp Repair Of Existing Cut Off Wall, C / O Sumpwell 29000 Ltrs Cap., Main Storage Tank 17000, 8000 Ltsr Cap., And Sector Storage Tank 6000 Ltrs Cap., Intake Chamber 1 No., C / O Pump House And Toilet At Balsar, C / O Retaining Wall Left To Protect The Proposed

BOQ

Name of work:- Improvement/Augmentation of LWSS Budra Balsar in GP Koulanwala Bhood Tehsil Nahan Distt. Sirmour hP (SH:- Repair of existin cut off wall, C/o Sumpwell 29000 ltrs cap., Main Storage tank 17000, 8000 ltrs cap., and Sector Storage tank 6000 ltrs cap. etc)Estimated Cost:-30,99,926/-, E/Money:- 54,000 /- Time:- 3 Months
Sl. No. Item Description
1Excavation in foundation & Trenches in earth work in all kinds of soil containingspade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required intoplinth side ofwatering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming andcomplete in all respects and as directed by the Engineer Incharge .
2Cutting in Earth work and disposing of execavated earth up to a lead of 30 mtr including all leads and lifts and as directed by the Engineer Incharge
3Excavation in foundation & Plinth in earth work in all kinds of soil containingspade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required intoplinth side ofwatering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming andcomplete in all respects and as directed by the Engineer Incharge .
4Providing and laying cement concrete 1:3:6 (1cement:3app.sand:6app. graded stone aggregate 40mm nominal size) and curing complete excludingcost of form work in foundation and plinth in all height and depth includingall leads, lifts and carriage of material at site and as directed by theEngineer Incharge.
5Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
6Square rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (1cement :4sand) includingall leads, lifts and carriage of material at site and as directed by theEngineer Incharge.
7Random rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (1cement :4sand) includingall leads, lifts and carriage of material at site and as directed by theEngineer Incharge.
8Providing and laying DPC 38mm thick with cement concrete 1:2:4(1cement:2app. sand: 4app . graded stone agg.12.5mm nominal sizeand curing complete.I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
9Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per square metre on damp proof, course after cleaning the surface with a cloth lightly socked in Kerosine oil, including all leads, lifts and carriage of material at site and asdirected by the Engineer Incharge.
10Brick using common burnt clay building bricks ( 11 class) including racking out joints in cement morter 1:4(1cement:4app sand) extra for super structure above plinth level and upto floor two level including all leads lifts and carrige of material at site andas directed by the Engineer Incharge .
11Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excludingcost of form work in foundation and plinth in all height and depth includingall leads, lifts and carriage of material at site and as directed by theEngineer Incharge.
12Providing and laying cement concrete 1:1 ½:3 (1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, in all hight and depth including all leads, lifts and carriage of material at siteand as directed by the Engineer Incharge..
13Providing and laying cement concrete 1:1 1/2:3(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses, pilaster of their caps & bases and their caps and bases and string courses etc upto floor two level in all height and depth. caps and bases and string courses etc upto floor two level in all height and depth. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..
14Precast concrete block masonry in partition walls 10 cm. thick with solid block of approved size including quion blocks, jamb blocks, closer etc. made of cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm and down gauge) in Cement Mortar 1:6including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..
15Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinforce concrete work in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers andcantilevers upto floor two level in all height and depth, including all leads, lifts andcarriage of material at site and as directed by the Engineer Incharge.
16Providing and laying cement concrete 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses plasterand there caps and bases and string courses etc. upto floor two level in all height and depth ,including all leads, lifts and carriage ofmaterial at site and as directed by the Engineer Incharge..
17Stone filling behind retaining walls except stone including all leads, lifts and carriage of material at site and as directedby the Engineer Incharge.
18Providing form work with steel plates 3.15mm thick welded with angle ironin frame 30X30X5mm . So as to give a fair finish including centring, shuttering, 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-reinforcedconcrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
19i)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.
20ii)Vertical surfaces such as walls (any thickness) partitions and the like includingattached pillasters, buttresses,plinth and string sources and the like.
21iii) Edge of Slabs
22Providing and laying of tor steel reinforcement for RCC work including banding, binding andplacing in position complete upto floor two level including all leads, lift and carriage ofmaterial at site and as directed by the Engineer Incharge.including cost of binding wires.
2320 mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:6(1cement:6app.sand) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
246mm cement plaster in ceiling in cement mortar 1:3(1cement:3sand) including all leads lifts and carriage of material at site and as directed by the Engineer Incharge.
25Providing wood work in frames of doors windows clerestory windows and other frames wrought frame and frixed in position with Deodar wood, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
26Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including bright finished /black enamelled iron butt hings with necessary screws 40mm thick secound class Deodar wood.including allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.
27Applying priming two coat of wood preservative over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting: ready mixed paint brushing wood primer pink,including all leads,leads, and carriage of material at site and as directed by the Engineer Incharge.
28Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting: ready mixed paint brushing wood primer pink,including all leads,leads, and carriage of material at site and as directed by the Engineer Incharge.
29Applying priming coat over new steel and steel based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting: ready mixed paint brushing wood primer pink,including all leads,leads, and carriage of material at site and as directed by the Engineer Incharge.
30Painting two coats (excluding priming coat) on new steel and steel based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter, sand papering and stopping with paint other than white , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
31Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter, sand papering and stopping with paint other than white , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
32White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar dirt and other foreign matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
33Cement concrete flooring 1:2:4(1cement:2app.sand:4app.graded stone aggregate 20 mm nominal size) laid in one layer finished with floating coat of neat cement 40mm thick including all lead, lifts and arriage of material at site and as directed by the Engineer Incharge.(50Mm thick)
34Providing and fixing M.S round or squarebars at required spacing in wooden frames of wooden and clearstory window ,including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
35Prviding 40x3mm flate iron hold fast 40mm long including fixing to frame with 10mm dia mtrs bolts nuts and wooden plug and wooden plug and embending in cement concrete block 30x10x15mm 1:3:6(1cement:3app sand:6app graded stone 3agg. 20mm nominal size.including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
36Providing and fixing M.S tower bolts (barel type) with necssary screw etc. complete 250x10mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
37Providing and fixingM.S sliding door bolts with nut and screw etc. complete 250x16mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
38Providing and fixing M.S. handles with necessary screws etc. complete including all leads , liftsand carrige of material at site and as directed by the Engineer Incharge. 100mm
39Providing and fixing M.S hooks and eyes 100mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
40Supplying and fixing cast iron cover with frames for main holes of size 500 mm internal diameter C.Icover (medium) duty the weight of cover to be not less than 58 kg including all leads, lifts and carriage of material at site and as dircted by the engineer Incharge.
41Providing under layer for plinth protectatin of 75mm thich (Un consolidated) bed of dry brick stone 40mm nominal size well rammed and consolidating and grouted with fine sand including preparation of ground including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
42Providing plinth protection 50mm thickin cement concrete 1:3:6) 1cement :3sand :6 graded stone agg.20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at siteand as directed by the Engineer Incharge.
43C/O random rubble masonary open surface drain 150mmwidth with hard stone of approved quility in cement morter 1:6(1cement:6app sand) including earth work 100mm bed concrete 1:5:10 (1cement:5ap sand :10app graded stone agg. 40mm nominal size) and curing complete zand 25mm cement plaster 1:3(1cement :3app sand) including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.
44Providing and fixing MS Fan Light pivot with necessary screw etc completeincluding all leads , lifts and carrige of material at site and as directed by the Engineer Incharge
45Providing and fixing PVC pipe 80 mm dia P or S trap to septic tank & vent in septic tankincluding all leads , lifts and carrige of material at site and as directed by the Engineer Incharge
46Providing and fixing PVC pipe 80 mm dia P or S trap to soak pit & weep holein soak pitincluding all leads , lifts and carrige of material at site and as directed by the Engineer Incharge
47Providing and fixingP or S trapincluding all leads , lifts and carrige of material at site and as directed by the Engineer Incharge
48Providing and fixingvent pipe & fittings single socked pipe 50 mm dia (1.83Mtrlong)including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge
49Wire crates of G.I. Wire filled with boulder with square cut faces aginst the wire(wire crates to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
50Wire crates made of G.I. Wire filled with boulder with squared cut faces against the wire( boulder filling to be mesured and paid for seperately), 5mm thick SWG-6, 15cmX15cm mesh including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
51Providing laying and jointing GMS pipe( Light grade ) of 50 mm dia metre for stand post and scour pipe including all leads lifts and crriag of material at site and as directed by the engineer Incharge
52Providing and fixing of Brass full way valve of 50 mm dia (L) with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
53Steel work welded in built up section truses and framed work including cutting hoisting , fixing in postion and applying a priming coat or red lead painting in grating framed guard bars , ladders , railing , bracket and similar works I/c all leads, lifts and carriage of material at site and as directed bythe Engineer Incharge.
54Manufacturing and Supplyingof fencing panel of size 1.20mx1.80m of Jali25X25mm welded to M.S.black tube of 32mm dia of14 guage mm thickwith M.S Flats 20X3mm, welded all around the pipe pannel two on both sides and providing hold fasts 7 Nos. of M.S. Flate of 32x3mm thicknessincluding cutting, weldign painting with red oxide paint to the entire satisfaction of theEngineer In charge
55Providing and laying in treches GI Pipes ( Earth in trenches to be measured and paid seprately 50 mm nominal size for connection

AI Tender Summary

OUR REF NO 28884824
AUTHORITY Government Departments
TENDER VALUE 30.99 Lakhs
LAST DATE 25-08-2021
Authority
Authority Name Irrigation And Public Health Department
Work Description Improvement / Augmentation Of Lwss Budra Balsar In Gp Koulanwaala Bhood Tehsil Nahan Distt. Sirmour Hp Repair Of Existing Cut Off Wall, C / O Sumpwell 29000 Ltrs Cap., Main Storage Tank 17000, 8000 Ltsr Cap., And Sector Storage Tank 6000 Ltrs Cap., Intake Chamber 1 No., C / O Pump House And Toilet At Balsar, C / O Retaining Wall Left To Protect The Proposed
Basic Detail
Tender No NHN-SMROO-722-TA-Tender- 6621-70 dated 16/08/2021
Bidding Type Tender
Location
City Nahan
State Himachal Pradesh
Key Dates
Publish Date 17 Aug 2021
Submission Date 25 Aug 2021
Open Date 25 Aug 2021
Finance
Tender Value 30.99 Lakhs
Tender Fee 400
EMD 54000
Exemption Not Available
Document List
578587ee-6f07-4524-bef3-b5a780573d35.html
BOQ_76715.xls
Form6.pdf
Tendernotice_1.pdf
Terms.pdf

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Tender Timeline

Aug 17, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 25, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 25, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

578587ee-6f07-4524-bef3-b5a780573d35.html

xls

BOQ_76715.xls

pdf

Form6.pdf

pdf

Tendernotice_1.pdf

pdf

Terms.pdf

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