Improvement Of Old Lwss Under Jsv Sub Division Tihra In Tehsil Dharampur District Mandi Hp C / O 2 Nos Pump House, 1 No. Rcc Storage Tank 30000 Ltrs Capacity, 2 Nos Sump Well 50000 Ltrs Capacity And C / O Retaining Wall
Tender Value
34.34 Lakhs
Estimated cost
Bid Submission
17 Jan 2022
0 days left
EMD
59019
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tihra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Old Lwss Under Jsv Sub Division Tihra In Tehsil Dharampur District Mandi Hp C / O 2 Nos Pump House, 1 No. Rcc Storage Tank 30000 Ltrs Capacity, 2 Nos Sump Well 50000 Ltrs Capacity And C / O Retaining Wall
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jan-2022 | Corrigendum | Date | 17-Jan-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in earth work and disposal of excavated earth upto a lead of 20 meters and lift upto 1.50 meters, disposed earth to be levelled and neatly dressed in Pick-Jumper work as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 2 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 3 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Sand filling under floor complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Providing and laying cement conrete 1 : 2 : 4 . ( 1 cement : 2 sand and : 4grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- |
| 7 | In foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 8 | Suspended floors, roofs, landing, shelves and their supports balconies , beams girders, bressumers, and cantilever upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Providing & Laying cement concrete work 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 and reinforcement for reinforced concrete work in:- |
| 10 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 11 | Walls any thicknessbut not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 12 | Suspended floors, roofs, landing, shelves and their supports balconies , beams girders, bressumers, and cantilever upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 13 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 14 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 15 | Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 16 | Beams,cantilivers, girders and lintels Sides and Soffits of beams,beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 17 | Edges of slab and breaks in floors and wallsunder 20cm wide in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 18 | Brick work using common burnt clay building bricks (2nd Class) in super structure above plinth plinth level upto floor two levelin cement mortar 1:6 (i cement: 6 sand) in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge. |
| 19 | Providing and fixing angle iron door, window, clerestory window frame manufactured from commercial steel iron section 40x40x6mm, thickness including hinges jamb, lock jamb, beed and if required angle threshold of mild steel angle 50x25mm or rigidly fixed by mechanical means, lugs with split and tails to each jamb including steel butt hinges 2.5mm thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after pretreatment of the surface as desired by Engineer-in-charge. |
| 20 | Providing and fixing steel glazed doors, windows and ventilator of standard rolled steel sections, joints mitred and welded with 16x3.15mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) with wooden plugs and screws or rawl plugs and screws or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metals ash putty of approved make complete including applying a priming coat of red lead paint, Steel doors: |
| 21 | Double leaf doors. |
| 22 | Steel windows: Fixed steel windows. |
| 23 | 6mm cement plaster to ceiling in cement mortar 1:3 ( 1Cement :3 Sand) within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 24 | 15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels 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 (1 cement: 6 sand) within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 25 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20 mm nominal size within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 26 | Providing Tor steel reinforcement for RCC work I/cbending ,binding and placing inposition complete within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 27 | Providing and fixing 10mm thick anti skidwaterproofstainandimpect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mmmanufacturedof approvedshadeandcolourin flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3(1cement :3 sand)jointed with cement slurry mixed with pigment to match the shade oftilesas required complete within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 28 | White washing with lime on undecorated wall surface two coats to give an even shade I/c throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge. |
| 29 | Providing and fixing Manhole cover of size 60x60 cm madeof angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paintcomplete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work completeas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 30 | Laying in trenches, galvanised mild steel tube (Light Grade), tube fittings (earth work in trenches to be measured & paid for separately) as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour Rate) |
| 31 | 50 mm dia |
| 32 | Providing and fixing cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) |
| 33 | 100 mm dia |
| 34 | Providing and fixing cast iron cowl including entire carriage of material upto all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 35 | 100 mm dia |
| 36 | Finishing wallwith water proofing cement paint of approved brand and manufacture and of required shade on decorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 37 | Providing 40x3 mm flat iron hold fast 40 cm long including Fixing to frame with 10 cm da bolts nuts and wooden pluges and embencing in C.C. block 30x10x15 cm 1:3:6 (1 cement : 3 sand : 6 gradedstoneaggregate 20 mmnominal size). |
| 38 | Providing and Fixing M.S. sliding door bolts, black enamelled with bolts and nuts screws etc. complete. |
| 39 | 250 x 16 mm |
| 40 | Providing and Fixing M.S.tower bolts ( barel type) wqith screws etc. complete. |
| 41 | 200 x 10 mm |
| 42 | Providing and Fixing M.S. handles with necessary screws etc. complete. |
| 43 | 125 mm |
| 44 | Stone soling/boulder filling under floor/behind retaining walls within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
AI Tender Summary
Tender Timeline
Jan 06, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 17, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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