Providing Functional Household Tap Connection Fhtc Village Jhanjwani And Mangiyari In Gp Dhagoli Tehsil Chirgaon Distt Shimla Hp Sh C O 4 Nos Intake Chamber As Per Standard Design C O 2 Nos Sedimentation Tank 5000 Ltrs Cap C O 2 Nos Filter Bed 20 00 Sqm C
Tender Value
51.01 Lakhs
Estimated cost
Bid Submission
10 Jan 2022
0 days left
EMD
83600
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rohru → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Functional Household Tap Connection Fhtc Village Jhanjwani And Mangiyari In Gp Dhagoli Tehsil Chirgaon Distt Shimla Hp Sh C O 4 Nos Intake Chamber As Per Standard Design C O 2 Nos Sedimentation Tank 5000 Ltrs Cap C O 2 Nos Filter Bed 20 00 Sqm C O 2Nos Rcc Storage Tank As Per Standred Disign 20000 Ltr Capacity Laying Jointing And Trenching Of Gms Tubes Of Vario
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation trenches etc.in earth work,lift upto 1,5 meters staking the excavated soil not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required in to plinths sides of foundation et |
| 2 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with inall leads & lifts as per entire satisfication of Engineer in Charge |
| 3 | Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- |
| 4 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 5 | Flat surfaces such as soffits of suspendedfloor roofs landing & like floor etc.,upto 200mm thickness. |
| 6 | Edge of slab and break in floor 20 cm wide |
| 7 | Providing and laying cement concrete work 1:1:2 (1cement :1 sand: 2 graded stone aggregate 20 mmnominal size) and curing complete excluding cost of form work and reinforcment for reinforcementconcrete work in :- |
| 8 | i) Foundation and plinth (bed) with in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 9 | ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses,plinth and string courses etc. from top of foundation level up to floor two levelwith in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 10 | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mmnominal size) and curing complete excluding cost of form work and reinforcment for reinforcementconcrete work in :- |
| 11 | i) Foundation and plinth (bed) with in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 12 | ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses,plinth and string courses etc. from top of foundation level up to floor two levelwith in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 13 | Providing mild steel/tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
| 14 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the direction of the Engineer in charge. |
| 15 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 16 | Providing and laying (pours) No fine concrete 1:4 (1Cement : 4 graded stone Agg. 40mm and above and curing complete with weep hole or pours etc. with in all leads and lifts as per the direction of the Engineer in Charge. |
| 17 | R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cemen |
| 18 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the directions of the Engineer in charge. |
| 19 | Supplying cast iron with frame internal diversion of frame 455x610 rectangular cl cover (light duty single pettern) weight of cover to be not less then 23 kg. within all leads and lifts. |
| 20 | First class brick flooring laid dry and gruted with cement mortor 1:4 (1 cement : 4 sand) i/c finishing the joints flush with in all leads and lifts and per direction of the Engineer-in-charge. |
| 21 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. |
| 22 | Bottom layer broken stone 50mm to 75mm |
| 23 | Bajari 20mm to 25mm |
| 24 | Bajari 6mm to 20mm |
| 25 | Coarse and 3mm to 6mm |
| 26 | Fine sand (Eff. Size 0.20mm to 0.40and Uniformity -co-efficient 2.00 to 3.00). |
| 27 | 10 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in CM 1:3 (1cement:3sand) with in all leads and lifts as per the direction of Engineer - In- Charge. |
| 28 | Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 450x450mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge. |
| 29 | Providing and fixingG.M.S tubes for interconnection between sed./tankie G.I Elbows, tees, unions nilppesetc. & welding of iron flat both side of (scour.over flow, inlet pipes, interconnection pipes etc.) DIA.(40mm --65mm) as per direction of Engineer in Charge. |
| 30 | P/F Controlling arrangement i:e wheel valve of size 40mm to 65mm of suitable make complete as per satisfaction / direction of Engieer in Charge. |
| 31 | P/F Controlling arrangement With (25mm to 32mm) mm Dia Wheel valve i/c all type of tube fitting compelete |
| 32 | Providing and fixingGMS ventilating pipe/ over flow pipe( 25 to 32) mm dia.incluing all filling as req. |
| 33 | Prov. and fixing GMS tubes of following dia in walls, floors etc. including tube fittings and making the wall, floors etc. good. i.e welding with one feets25mm flat iran both side of req.pipes. |
| 34 | 25 to 32 mm |
| 35 | 25 to 32mm |
| 36 | Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required ( earth work in trenches tobe measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 37 | 20mm dia |
| 38 | 25mm dia |
| 39 | 32mm dia |
AI Tender Summary
Tender Timeline
Jan 03, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 10, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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