Construction Of Boundary Wall For Head Work Site Of Zone_I Under Sub_Surface Based Water Supply Scheme For Nayagram Block_Part At Mouza_Keshar Rekha J . L . No . 182 Plot No . 58 Of Jhargram Sub_Division Under Midnapore Division Phe Dte .
Tender Value
8.98 Lakhs
Estimated cost
Bid Submission
05 Jan 2021
0 days left
EMD
17974
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nayagram → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Boundary Wall For Head Work Site Of Zone_I Under Sub_Surface Based Water Supply Scheme For Nayagram Block_Part At Mouza_Keshar Rekha J . L . No . 182 Plot No . 58 Of Jhargram Sub_Division Under Midnapore Division Phe Dte .
BOQ
| Name of Work : Construction of Boundary wall for Head Work Site of Zone-I under Sub-Surface Based Water Supply Scheme for Nayagram Block (Part) at Mouza: Keshar Rekha, J.L. No. 182, Plot No. 58 of Jhargram Sub-Division under Midnapore Division, PHE Dte. [Total Length of Boundary wall = 100.00 Mtr. (Approx.) with 250 X 250 mm size R.C.C. Column with 2.75 Mtr. C/C & Height = 2.30 Mtr. above GL] | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Component of Works | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Cleaning compound premises of shurbs, plants, jungles etc. by cutting and removing as directed. & specific permission of engineer in charge prior to execution will be necessary. | BI01010001010000000000000515BI0100001113 | 700 | SqM |
| 3 | 2 | Earthwork in excavation of foundation trenches or drain in all sorts of soil ( including mixed soil but excluding laterite or sand stone ) including removing spreading or stacking the spoils with in a lead of 75 met as directed . The item includes necessary trimming the side of trench leveling dressing and ramming the bottom boiling out water as required complete. a) Depth of excavation not exceeding 1500mm | 20 | CuM | |
| 4 | 2.01 | b) Add extra for cutting lateriate/sandstone 1) Cutting with chisel | 25 | CuM | |
| 5 | 3 | Filling of foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating same by thorough saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity. | 7 | CuM | |
| 6 | 4 | Single layer brick flat soling with picked jhama brick including ramming and dressing bed to proper level and filling joint with powder earth Single layer brick flat soling of picked jhama bricks or local sand | 44 | SqM | |
| 7 | 5 | Cement concrete with 32 mm down graded gravel excluding shuttering In ground floor\n(a) 1:3:6 proportion | 3.5 | CuM | |
| 8 | 6 | Ordinary Cement concrete M15 (mix 4:2:1) with graded stone chips (20mm down) excluding shuttering and reinforcement if any in ground floor as per IS 456-2000 a) Pakur/ Chandil Variety average carraige 70 km from KGP Railway station | 6.5 | CuM | |
| 9 | 7 | Cement concrete (mix 3:1.5:1) with graded stone chips (20mm down ) excluding shuttering and reinforcement if any in ground floor as per IS 456-2000 a) Pakur/ Chandil Variety average carraige 70 km from KGP Railway station | 16.5 | CuM | |
| 10 | 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups binders etc. including supply of rods initial straightening and removal of loose rust (if necessary) cutting of requisite length ,hooking and bending to correct shape placing in proper position and binding with 16 gauge black anneal wire at every intersection complete as per drawing and direction. a) For works in foundation basement and up to roof of ground floor/ up to 4 meter. (JSW/JSPL/SHYAM/BMASL/ SSL/ ELECTROSTEEL) | 1.8 | MT | |
| 11 | 9 | Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout props and thick hard wood planks of approved thickness and required bracing for concrete slabs beams column lintel curved or straight including fitting fixing and striking out after completion of works ( up to roof of ground floor ) \na) 25mmto 30mm thick wooden shuttering without stagging in foundation | 500 | SqM | |
| 12 | 9.01 | b) steel shutering.or 9 mm to 12 mm th. Approved quality ply board shuttering in any concrete work. | 110 | SqM | |
| 13 | 10 | 1st class Brick work with brick work in cement mortar (1:4) in foundation and plinth as per direction of EIC. | 6.5 | CuM | |
| 14 | 11 | 125 mm thick brick work with 1st class bricks (1:40 up to ground floof roof. | 140 | SqM | |
| 15 | 12 | Plaster ( to wall, floor , ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface including throating nosing and drip course where necessary (ground floor) (a) With 4:1 Cement mortar (15 mm thick) | 520 | SqM | |
| 16 | 13 | Neat cement punning about 1.5mm thick in wall dado window sills floor drain etc. | 100 | SqM | |
| 17 | 14 | Band moulding (horizontal or vertical) of rectangular section made with 15 mm thick cement plaster (1:4) on brick projection or concrete projection (excluding the cost of such brick or concrete projection). In ground floor. (i) Projection upto 75 mm. (a) Depth or width (75 mm to 150 mm) (Cement 2.46Kg/Mtr.) | 100 | Mtr. | |
| 18 | 15 | M.S or W.I ornamental grill of approved design joints continuously welded with M.S , W.I flats and bars for window railing etc fitted and fixed with necessary screws and lugs in ground floor. Grill weighting above 10 Kg./ sq mtr. and up to 16 Kg. per sqmtr. | 70 | Kg. | |
| 19 | 16 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. a) With earth obtained from excavation of foundation | 15 | CuM | |
| 20 | 17 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. (a) in ground floor. | 3 | Qntl. | |
| 21 | 18 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat | 510 | SqM | |
| 22 | 19 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion | 510 | SqM | |
| 23 | 20 | Priming one coat on steel or other metal surface with synthatic oil bound primer of approved quality including smoothing surface by sand papering etc. | 25 | SqM | |
| 24 | 21 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc on the surface of necessary. A) On steel or other metal surface with other than hi-gloss. except white shade. Two coats \n | 25 | SqM | |
| 25 | 22 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (i) With carried earth arranged by the contractor within a radius of 3 km. including the cost of carried earth. \n | 100 | CuM | |
| 26 | 23 | Supplying fitting fixing in position nails on any surface. | 100 | Kg. | |
| 27 | 24 | Supplying Godrej lock for gate. | 2 | No. | |
| 28 | 25 | Add GST (SGST + CGST) @ 12% over Basic price | BI01010001010000000000000515BI0100001116 | 1 | Item |
| 29 | 26 | Add @ 1% Labour Welfare Cess over Basic price with GST | BI01010001010000000000000515BI0100001129 | 1 | Item |
AI Tender Summary
Tender Timeline
Dec 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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