Re Excavation Of Wds Sfmis Wht Schemes In Different Block Under Bankura And Jhargram District Augmentation Of Dayer Bundh Sfmis At Mouza Bhalkamuri Jl No 23 Plot No 452 Gp Persola Ps Simlapal Under Bankura District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Apr 2021
0 days left
EMD
1.93 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Simlapal → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Project Description
Re Excavation Of Wds Sfmis Wht Schemes In Different Block Under Bankura And Jhargram District Augmentation Of Dayer Bundh Sfmis At Mouza Bhalkamuri Jl No 23 Plot No 452 Gp Persola Ps Simlapal Under Bankura District
BOQ
| Name of Work:.Augmentation of DAYER BUNDH S.F.M.I.S. at Mouza - Bhalkamuri ,J.L. No- 23 , Plot No-452,,G.P.- Persola , Dist:- Bankura | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 5632 | Sqm |
| 2 | 2 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 720 | HP-Hr |
| 3 | 3 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorum, Kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1000 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work) | BI01010001010000000000000515BI0100001115 | 31520 | Cum |
| 4 | 4 | Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work) | BI01010001010000000000000515BI0100001116 | 39400 | Cum |
| 5 | 5 | Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work) | BI01010001010000000000000515BI0100001117 | 7880 | Cum |
| 6 | 6 | Extra rate where land is to be arranged by the contractor on items no 3, 4 & 5 for disposal of spoils. | BI01010001010000000000000515BI0100001118 | 53456 | Cum |
| 7 | 7 | Extra rate for each additional lead of 250 m or part thereof above the initial lead of 1.0 km on items No. 3, 4 & 5 | BI01010001010000000000000515BI0100001119 | 9230 | Cum |
| 8 | 8 | Lead beyond 1250 M To 1500 M | BI01010001010000000000000515BI0100001120 | 9230.9 | Cum |
| 9 | 9 | Lead beyond 1500 M To 1750 M | BI01010001010000000000000515BI0100001121 | 9230.9 | Cum |
| 10 | 10 | Lead beyond 1750 M To 2000 M | BI01010001010000000000000515BI0100001122 | 9230.9 | Cum |
| 11 | 11 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts ncluding fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). | BI01010001010000000000000515BI0100001123 | 14784 | Sqm |
| 12 | 12 | Extra rate over Item No 7 For each additional lead of 75 metre or part thereof beyond the initial lead of 150 metre upto 750 metre. | BI01010001010000000000000515BI0100001124 | 14784 | Sqm |
| 13 | 13 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metreand initial lift of 1.5 metre including breaking clods, rough dressing etc.\ncomplete as per direction of the Engineer-in-charge.\n(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry\nor moist / slushy silt / sticky soil. | BI01010001010000000000000515BI0100001125 | 158.35 | Cum |
| 14 | 14 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as irected and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand | BI01010001010000000000000515BI0100001126 | 36.33 | Cum |
| 15 | 15 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001127 | 290.59 | Sqm |
| 16 | 16 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.\n\n\n | BI01010001010000000000000515BI0100001128 | 497.94 | Sqm |
| 17 | 17 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (d) With local hard blackstone variety chips (crusher broken) | BI01010001010000000000000515BI0100001129 | 150.28 | CUM |
| 18 | 18 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] | BI01010001010000000000000515BI0100001130 | 301.48 | SQM |
| 19 | 19 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | BI01010001010000000000000515BI0100001131 | 301.48 | SQM |
| 20 | 20 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (Added cost and carriage of Pipe.)1) 900mm dia | BI01010001010000000000000515BI0100001132 | 17.5 | SQM |
| 21 | 21 | 600 mm dia | BI01010001010000000000000515BI0100001133 | 40 | M |
| 22 | 22 | Construction of a Sign board of size 1.50 m x 1.20 m made of brick masonary (1:4) cement mortar 125 mm thick inside sourrounding with 250 mm x 250 mm thick out side, foundation depth 0.60 m, with 15 mm thick plaster (1:6). Lettering should be done with approved black paint over yellow background complete as per direction of E-I-C. | BI01010001010000000000000515BI0100001134 | 2 | No. |
| 23 | 23 | Add 5 % GST on Sl. No. 1 to 18 above | BI01010001010000000000000515BI0100001135 | 9.05552e+06 | Rs. |
| 24 | 24 | Add 1 % Labour Welfare Cess on Sl. No. 1 to 19 above | BI01010001010000000000000515BI0100001136 | 9.50829e+06 | Rs. |
AI Tender Summary
Tender Timeline
Mar 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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