Water Resources and Irrigation Government Departments Closing in 0 days TDR #44643775

Augmentation Of Lwss Manai Pargod In Tehsil Harchakian, Distt. Kangra, (Hp) (Sh:- C/O Pump House And Jack Well). Estimated Cost- 1580288/- Earnest Money- 31205/- Time Limit- Six Monthspargod

Issued by Government Departments · Kangra, Himachal Pradesh
Tender Value
15.80 Lakhs
Estimated cost
Bid Submission
23 Aug 2024
0 days left
EMD
31205
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Augmentation of LWSS Manai Pargod in Tehsil Harchakian, Distt. Kangra, (HP) (SH:- C/O Pump house and jack well). Estimated Cost- 1580288/- Earnest Money- 31205/- Time Limit- Six Months

BOQ

Name of Work: Aug. of LWSS Manai Pargod in Tehsil Harchakian, Distt. Kangra, (HP) (SH:- C/O Pump house and jack well). Estimated Cost- 1580288/- Earnest Money- 31205/- Time Limit- Six Months
Sl. No. Item Description
1Excavation in foundation and trenches etc. in earth work in all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft/ hard rock or chiselling / wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring , strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil seperataly and returning the suable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable materia within all leads/ lifts as per direction of the Engineer-in-Charge.
2Pick Jumper Chiselling (soft Rock) Work 10-40-50
3Pick Jumper Work 50-50
4Providing and laying cement concrete 1:4:8(1 cement: 4sand: 8graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete within all leads and lifts as per direction and satisfection of Engineer-in-Charge.
5Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excludingcost of centering and shuttering in foundation and plinth with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
6Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforced concrete work in complete within all leads and lifts as per direction and satisfection of Engineer-in-Charge.
7Foundation , footing, bases of columns and the like & mass concrete within all leads and lifts.
8Wall ( any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth & string courses etc. from top of found.level upto floor two level within all leads and lifts.
9Random rubble masnory /polygonal rubble (uncoursed/brought to courses) with hard stone of approved quantity in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6sand:12graded stone aggregate 20mm nominal size)in cement mortor 1:6 (1cement:6sand)in breast wall and retaining walls complete within all leads and lifts as per direction and satisfection of Engineer-in-Charge .
10Brick work using common clay building bricks in super-structure above plinth level( Second class bricks).Cement Mortar 1:6(1cement, 6 sand) complete within all leads and lifts as per direction and satisfection of Engineer-in-Charge.
11Providing pressed steel door with commercial mild steel of 1.25 mm thickness i/c chinges fans lad joints bends and if required threshhold of mild steel angle etc (a) profile \" A \" frames of doors, windows and other frames wrought framed and fixed in positionin all leads and lifts as per direction and satisfection of Engineer-in-Charge.
12Providing and fixing of wood paneled glazed or paneled and glazed shutters for doors, windows and clerestorywindows including bright finished black enameled iron with necessary screws 40 mm thick . with second class deodar wood in all leads and lifts as per direction and satisfection of Engineer-in-Charge.
13Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for in situ work in reinforced concrete & plain concrete work in all leads and lifts as per direction and satisfection of Engineer-in-Charge.
14Foundation , footing, bases of columns and the like & mass concrete.
15Flat surfaces such as soffits of suspended floors,roofs landing and the like.
16Beams, cantileversGirders & lintels, sides and soffits of the beams, haunching , cantilevers, bressumers not exceeding 1.00 mts in depth within all heights from floor.
17Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string courses and the like.
18P/L C.C. 1:2:4(1 cement: 2sand: 4graded stone agg.40mm nominal size)and curingcomplete excluding the cost of form work and reinforcement work for rainforcement cementconcerete work in foundation and plinthcomplete within all leads and liftsas per direction and satisfection of Engineer-in-Charge
19Foundation , footing, bases of columns and the like & mass concrete.
20Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor level .
21Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor two level within all leads and liftsas per direction and satisfection of Engineer-in-Charge .
22Providing and fixing of inlet pipe bell mouthed with stainers of stainless steel of 150 mm dia within all leads and liftsas per direction of Eingineer - in - charge
23Half brick masonary in common burnt clay building bricks in super- structure above plinth level upto floor two level Cement Mortar 1:4 first class brick. as per direction and satisfection of Engineer-in-Charge with in all leads and lifts .
24Pointing on brick work with cement mortor 1:3 ( 1 cement:3 sand ) raised and cutwith in all leads and lifts complete in all respect as per direction and satisfection of Engineer-in-Charge .
25Providing and laying bricktiles over mumty roofs grouted with cement mortar 1:3 with in all leads and lifts complete in all respect as per direction and satisfection of Engineer-in-Charge.
266 mm thick cement plaster to ceiling in CM 1:3( 1 cement :3 sand ) with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
2715mm cement plaster in single coat of fair sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and liftsas per direction and satisfection of Engineer-in-Charge.
2820 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
29Providing and fixing of MS grills of required patterns in wooden frames windows etc. with MS flats, square or round bars with round headed bolts and nuts or by screws. Plain grills etc. with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
30Providing and fixing wire gauge shutters using galvanised MS wire gauge of IS gauge specification 85 G with wire of dia 0.56 mm for door , window i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood within all leads and lifts complete in all respect in all respect as per direction and satisfection of Engineer-in-Charge.
31Boulder filling underfloors/behind retaining wall under floor with in all leads and lifts complete with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
32Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) with in all leads and lifts complete in all respect in all respect as per direction and satisfection of Engineer-in-Charge.
33Constructing coursed rubble hammer dressed \"U\" shape open surface drain with side wall 15x22 cm in cementy mortar 1:6 ( 1cement: 6 sand ) and inside plastering with cement mortar 1:3 ( I cement :3 sand ) i/c earth work and laying 10 cms cement concrete in 1:5:10 ( 1 cement:5sand: 10 gradedstone aggregate 40 mm nominal size) and 7.5 cms cement concrete 1:2:4( 1 cement:2sand: 4 gradedstone aggregate 20 mm nominal size)and finished with the floating coat of neat cement complete as per standard design complete in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
34White washing with lime on undecorated wall surface(two coats)to give an even shade including thoroughly brushing the surface to remove all, dirt, dust, mortar andother foreign matter complete within all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
35Distempering with dry distemperof approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat of whitingafter throughly brushing the surface free from mortar dropping and other foreingn mattercomplete within all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
36Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and dust, and other foreign matters, sand papering and knotting etc.complete with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
37Providing and fixing anodized bright finished MS sliding door bolts of reputated/Flora make with nuts and screws etc complete including carriage of materials in all leads and lifts.a. 300x16mm with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
38Providing and fixing M.S tower bolts (Barrel type)with screws etc complete including carriage of materials (250x10)with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
39Providing and fixing M.S handles anodized transparent or dyed ofwith screws etc complete including carriage of materials in all leads and lifts. 100 mm with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.
40Applyingpriming coat on new wood and wood basedsurfaces after & including prerairing the surface by thoroughly cleaning oil, grease, dirt & other foreign particals sand papering & knottting with readymixed paint brushing wood primer pink complete in all respects within all leads & lifts as per direction and satisfection of Engineer-in-Charge.
41Painting two costs (excluding priming coat )on new wood and wood basedsurfaces with ready mixpaint brushin to give an even shade enamelled paint other than white sand papering and stopping with ready mix paintwithin all leads and liftsin all respect as per direction and satisfection of Engineer-in-Charge.
42Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors, treads of steps and landing on a bed of 25 mm average thicknes of cement mortar 1:6 ( I cement: 6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shads medium with in all leads and lifts in all respect as per direction and satisfection of Engineer-in-Charge.

AI Tender Summary

OUR REF NO 44643775
AUTHORITY Government Departments
TENDER VALUE 15.80 Lakhs
LAST DATE 23-08-2024
Authority
Authority Name Irrigation And Public Health Department
Work Description Augmentation of LWSS Manai Pargod in Tehsil Harchakian, Distt. Kangra, (HP) (SH:- C/O Pump house and jack well). Estimated Cost- 1580288/- Earnest Money- 31205/- Time Limit- Six Months
Basic Detail
Tender No EE/JSDS/NIT/2024-4210-59 dt.08/08/2024
Bidding Type Tender
Location
City Kangra
State Himachal Pradesh
Key Dates
Publish Date 08 Aug 2024
Submission Date 23 Aug 2024
Open Date 23 Aug 2024
Finance
Tender Value 15.80 Lakhs
Tender Fee 400
EMD 31205
Exemption Available
Document List
b7c0784e-112d-4648-8ca7-645a085227c0.html
BOQ_135311.xls
Form6and8.pdf
Tendernotice_1.pdf
Termsandconditions.pdf

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Tender Timeline

Aug 08, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 23, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 23, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

b7c0784e-112d-4648-8ca7-645a085227c0.html

xls

BOQ_135311.xls

pdf

Form6and8.pdf

pdf

Tendernotice_1.pdf

pdf

Termsandconditions.pdf

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