Remodeling Of Wss Shakahal In Gp Mahog Tehsil Karsog Distt Mandi Construction Of Site Development Rcc Intake Chamber Sedimentation Tank 12000 Liters Capacity Filter Bed Rcc Clear Water Tank Capacity Rcc Storage Tank Capacity Sanitary Protection Head Weir
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Jul 2021
0 days left
EMD
33180
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chhatri → Himachal Pradesh
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Not Available
Quantity
Not Available
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Address
Project Description
Remodeling Of Wss Shakahal In Gp Mahog Tehsil Karsog Distt Mandi Construction Of Site Development Rcc Intake Chamber Sedimentation Tank 12000 Liters Capacity Filter Bed Rcc Clear Water Tank Capacity Rcc Storage Tank Capacity Sanitary Protection Head Weir And Providing For Barbed Wire Fencing
BOQ
| Name of Work: Remodeling of WSS Shakahal in GP Mahog Tehsil Karsog Distt Mandi HP (SH:-C/O Site Development, C/O RCC Intake Chamber=1 No, C/O Sedimentation Tank 12000 liters Capacity=1 No, C/O Filter Bed 29 Sqm. in 3 Units, C/O RCC Clear water tank 28000 liters Capacity=1 No. C/O RCC Storage tank 5000 liters Capacity = 2Nos, C/O Sanitary protection/Head weir and Providing for Barbed Wire fencing). SCSP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting in earth work and disposal of excavated earth 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. | BI01010001010000000000000515BI0100001113 | 133.2 | Cum |
| 2 | 2 | Excavation in foundation and trenches etc. (for pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of RCC pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect. | 144.97 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:3:6 (1cement :6 sand: 6 graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 29.9 | Cum | |
| 4 | 4 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement with in all leads and lifts and entire satisfaction of Engineer incharge in:- | |||
| 5 | 4.01 | Foundation, footings bases of columns and the like and mass concrete. | 17.69 | Cum | |
| 6 | 4.02 | Walls any thickness but not less than 0.1 mtr. thickness attached pillasters, buttresses plinth and string courses etc. from top of foundation level upto floor two level | 43.21 | Cum | |
| 7 | 4.03 | Suspended floors roofs, landings and shelves and their supports, balionies, beams, girders bressumers and cantilevers upto floor two level in all leads and lifts. | 3.09 | Cum | |
| 8 | 5 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in-situ reinforced concrete and plain concrete work in all leads and lifts. | |||
| 9 | 5.01 | Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge. | 46.26 | Sqm | |
| 10 | 5.02 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like. | 518.91 | Sqm | |
| 11 | 5.03 | Columns, pillars, posts and struts. (Square, rectangular or polygonal in plan). | 8.64 | Sqm | |
| 12 | 6 | Laying tor steel reinforcement for RCC work including bending, binding and placing in position complete including cost of binding wire upto floor two level in all leads and lifts. | 5224 | Kg | |
| 13 | 7 | Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reinforcement in:- | |||
| 14 | 7.01 | Foundation, footings bases of columns and the like and mass concrete. | 1.18 | Cum | |
| 15 | 7.02 | Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 3.03 | Cum | |
| 16 | 7.03 | Columns, pillars posts and struts upto floor two level. | 0.76 | Cum | |
| 17 | 8 | Providing and laying No fine concrete 1:6(1cement:6 garded stone aggregate 20mm nominal size) in foundation and plinth in all leads and lifts. | 0.08 | Cum | |
| 18 | 9 | Providing and fixing 1.80 meter long RCC fencing posts with 6mm bar nibs as per approved design (Earth work to be paid for separately). | 27 | Nos | |
| 19 | 10 | 1.20 metre heigh fencing (as per approved design) 1.80 metres R.C.C. posts 3 metres centre to centre and R.C.C. struts with 9 horizental lines and two diagonals of galvanised steel bar bed wire (IS 278-1962 type I) weighing 9.38 kg./100 metres (minimum) strained and fixed to posts by typing to 6mm galvanised steel bar niles/clips with G.I. binding wire (cost of R.C.C. struts and straining belts shall be paid for seperately). | 78 | Meter | |
| 20 | 11 | Random rubble masonary /polygonal masonary uncoursed/brought to coursed with hard stone of approved quality in foundation and plinth including levelling with cement concrete 1:6:12 (1 cement : 6 sand: 12 graded stone agg. 20mm nominal size) at plinth in cement mortar 1:6(1 cement :6 sand) in all leads and lifts. | 6.57 | Cum | |
| 21 | 12 | Boulder filling dry hand packed tightly as in wire crate apron bund/under floor. | 7.2 | Cum | |
| 22 | 13 | Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement with in all leads and lifts : - 50 mm thick. | 9.97 | sqm | |
| 23 | 14 | White washing with lime on undecorated wall surfaces two coats give an even shade including thoroughly brooming the surface to remove all dirt dust and other foriegn matter in walls as per direction and to the entire satisfaction of the Engineer-in-charge upto all leads and lifts. | 504.17 | Sqm | |
| 24 | 15 | 20mm cement plaster in single coat on rough side of brick/ concrete stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4(1cement:4 sand) in all leads and lifts. | 19.7 | sqm | |
| 25 | 16 | Providing and fixing of 3.15mm M.S sheet manhole cover 600x600mm fixed on all sides with ISA 40x40x5mm top angle iron frame hinged on ISA 35x35x5mm bottom angle iron frame as per drawing, pieces of MS flat 20x4mm, 0.15m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS sheet, Angle Section & welding of MS sheets, Angle section, Hinges, handles 150mm long, 20x4 flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-charge. | 7 | Nos. | |
| 26 | 17 | Providing and fixing 1mm thick MS sheet garrage door with frame of 40mm x40mm x6mm angle iron 3.15mm MS gusset plate at juctions and corners ,all necessary fittings complete including applying a priming coat of red lead paint. using flats 30mmx6mm for diagonal braces and central cross. including applying a priming coat of red lead paint. | 2 | Nos. | |
| 27 | 18 | Fixing GI pipe for inlet, outlet and over flow in all leads and lifts complete in all respect. | |||
| 28 | 18.01 | 50 mm dia | 106 | Rmt | |
| 29 | 18.02 | 40 mm dia | 16 | Rmt | |
| 30 | 18.03 | 25 mm dia | 32 | Rmt | |
| 31 | 19 | Providing and fixing cast iron spun spigot and socket soil ventilating pipe lead cauled joints to be measured and paid for separately:- 100mm dia | 14 | Rmt | |
| 32 | 20 | Providing and fixing cast iron cowl includiing all leads lifts and carriage of material at site and to the entire satisfaction of Engineer Incharge.:- 100mm | 7 | Nos. | |
| 33 | 21 | Providing and fixing of Cast Iron Sluice valve double flanged (BIS-14846/2000 with hand wheel) of Bir/Kartar/Pelicon make Class PN-1 confirming to or latest with upto date amendments of valve as mentioned below in all leads and lifts and to the entire satisfaction of the Engineer-in-charge | |||
| 34 | 21.01 | 50 mm dia | 15 | Nos. | |
| 35 | 22 | Providing and Fixing Gun Metal Gate valve (Class-1) confirming to IS 778-1984 in (reaffirmed-2007) incorporating amendment 1,2 and 3 of following dia with in all leads and lifts as per the direction of Engineer-In-Charge. | |||
| 36 | 22.01 | 25mm dia | 4 | Nos. | |
| 37 | 22.02 | 40mm dia | 2 | Nos. | |
| 38 | 22.03 | 50mm dia | 1 | Nos. | |
| 39 | 23 | Providing and placing in horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer-in-charge including all leads and lifts. | |||
| 40 | 23.01 | Top layer :-Fine sand screened, cleaned, washed and graded effective size 0.20 to 0.40 with uniformity co-efficient 2 to 3). | 22.5 | cum | |
| 41 | 23.02 | 2nd layer coursed sand screened, clean, washed and graded from 3mm to 6mm from approved source | 3 | cum | |
| 42 | 23.03 | 3rd layer:- Bajari scereened, clean, washed and graded from 6mm to 20mm from approved source | 3 | cum | |
| 43 | 23.04 | 4th layer:-Bajari screened, washed and graded from 20mm to 25mm | 3 | cum | |
| 44 | 23.05 | Bottom layer:- Broken stone screened, clean, washed and graded from 50mm to 75mm from approved source | 4.5 | cum | |
| 45 | 23.06 | Bricks layer:- under bottom layer of filter media | 2543 | Nos. |
AI Tender Summary
Tender Timeline
Jun 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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