Construction Of Command Area Development Work Of Lis Shaul Shalwar In Teshil Banjar Distt Kullu H.P. Under Himcad Construction Of Command Area Development Work Of Lis Shaul Shalwar In Teshil Banjar Distt Kullu H.P. Under Himcad
Tender Value
28.30 Lakhs
Estimated cost
Bid Submission
30 Aug 2021
0 days left
EMD
49957
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banjar → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Command Area Development Work Of Lis Shaul Shalwar In Teshil Banjar Distt Kullu H.P. Under Himcad Construction Of Command Area Development Work Of Lis Shaul Shalwar In Teshil Banjar Distt Kullu H.P. Under Himcad
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation trenches (for pipes and pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lift including trimming and dressing of sides , leveling of beds to correct grade i/c shoring/strutting, planking, timbering & dewatering where required, stacking the useable & unusable material/soil separately and after laying jointing and testing of pipes, returning the useable soil in trenches in 15 cm. layers including consolidation of such deposited layer by ramming and watering and disposing off all surplus excavated soil/unusable material as directed with in all leads and lifts including restoration un- metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per direction of engineer-in-charge. |
| 2 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs. in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 4 | Providing form work with steel plates 3.15mm thick welded with angle ironframe 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 in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in : |
| 5 | Vertical surfaces such as wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. |
| 6 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 7 | Providing and laying cement concrete 1:1.5 :3 ( 1cement: 1.5 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- |
| 8 | Foundation and Plinth. |
| 9 | ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 10 | Providing ,Layingtor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts. |
| 11 | Providing 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 |
| 12 | Boulder filling behind breast wall with in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 13 | Providing G.I Wire 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). |
| 14 | Wire 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. |
| 15 | Laying , jointingand testing in trenchesgalvanised mild steelpipescrewed and socketed of following dia metre, including carriage of pipe and cost offitting such as bends, tees, air valve,unions and collars etc,as per direction and to the entire satisfaction of Engineer in charge. (Earth work to be measured and paid for seperately)with in all leads and lifts. ( Labour Rate) |
| 16 | 65 mm dia |
| 17 | 80 mm dia |
| 18 | 100 mm dia |
| 19 | 125 mm dia (Medium Class) |
| 20 | Laying, jointing and testing of HDPE pipes in trenches to required grades as per IS:4984-1985 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS code and specifications including all fittings and accessories e.g. coupling, tee, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect. ( labour rate ) |
| 21 | Grade PE-80, 75 mm PN4 |
| 22 | Grade PE-80, 90 mm PN4 |
| 23 | Grade PE-80, 110 mm PN4 |
| 24 | Providing and fixingCast Iron or Cast Steel sluice valve as per requirement / pressure ofL&T/Havels /Leader/ BHEL/ Kirlosker/ GLEd/Kilburn Fourses / Kartar make and one dia higher than the suction size of pump and capale of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments. |
| 25 | 80 mm dia |
| 26 | 100 mm dia |
| 27 | Providing 65 mm dia Hydrant including G.I riser pipe (IS001239,1990 ) 65 mm pp ball valve 65 mm pump connecting nipple , G.I Tee , G.I Nipple , ( as per required of main & sub main line ) and plain concrete grouting G.I Tee and Riser pipe complete in all respect. |
| 28 | Providing and fixing Anchor block and control valves arrangements with C.I Sluice valves 100 mm dia including anchor block size 0.30x0.30x0.30 with base for sluice valves 1:2:4 concrete block with in all leads and lifts. |
AI Tender Summary
Tender Timeline
Aug 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 31, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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