Educational and Research Institute Government Departments Closing in 0 days TDR #44901968

Tender For Construction Of Boundary Wall Surrounding Public Graveyard At Kachuya Dakshinpara (Sahabankhana) ,Mouza - Borote, Jl No. 206, Plot No. 160 And Malachi Idgah , Itahar ,Mouza - Malanchi, Jl No. 219, Plot No. 412 And Namunia Paschimpara , Itahar ,

Issued by Government Departments · itahar, West Bengal
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Sep 2024
0 days left
EMD
1.67 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
itahar → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Construction of Boundary wall surrounding public Graveyard at Kachuya Dakshinpara (Sahabankhana) ,Mouza - Borote, JL No. 206, Plot No. 160 and Malachi Idgah , Itahar ,Mouza - Malanchi, JL No. 219, Plot No. 412 and Namunia Paschimpara , Itahar ,Mouza - Kapasia, JL No. 172, Plot No. 4035,4026,4028,4029,4020underItahar Block of Uttar Dinajpur District

BOQ

Name of Work: Construction of Boundary wall surrounding public Graveyard at Kachuya Dakshinpara (Sahabankhana) ,Mouza - Borote, JL No. 206, Plot No. 160 and Malachi Idgah , Itahar ,Mouza - Malanchi, JL No. 219, Plot No. 412 and Namunia Paschimpara , Itahar ,Mouza - Kapasia, JL No. 172, Plot No. 4035,4026,4028,4029,4020underItahar Block of Uttar Dinajpur District
Sl. No. Item Description
1Earthwork in excavation of foundation trenchesor drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
2Earthwork 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. (Payment to be made on the basis of measurement of finished quantity of work)(a)With earth obtained from excavation of foundation.
3Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
4Ordinary 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.In ground floor and foundation a) Pakur Variety
5Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips ( 20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
6Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout prop sand 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 ofworks (up to roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.
7\"DO\"(a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge.
8Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binder set cinitial straightening and removal of loose rust (if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel (JSW/Shyam/SRMB)
9125mm.thickbrickworkwith1stclass bricks in cement mortar (1:4) in ground floor.
10Plaster (to wall , floor, ceiling etc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (Ground floor). [Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar(b) 15 mm thick plaster
11Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
12Protective 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 (iii) Two coats.
13Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
14M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
15(a) M.S . Or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screw sand lugs in ground floor. (i) Grill weighing above 10Kg./sq.mtr and up to 16 Kg./sq. mtr.
16(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
17(A) 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, if necessary:(b) On steel or other metal surface :With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
18Earthwork in excavation of foundation trenchesor drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
19Earthwork 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. (Payment to be made on the basis of measurement of finished quantity of work)(a)With earth obtained from excavation of foundation.
20Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
21Ordinary 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.In ground floor and foundation a) Pakur Variety
22Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips ( 20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
23Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout prop sand 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 ofworks (up to roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.
24\"DO\"(a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge.
25Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binder set cinitial straightening and removal of loose rust (if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel (JSW/Shyam/SRMB)
26125mm.thickbrickworkwith1stclass bricks in cement mortar (1:4) in ground floor.
27Plaster (to wall , floor, ceiling etc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (Ground floor). [Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (b) 15 mm thick plaster
28Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
29Protective 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 (iii) Two coats.
30Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
31M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
32(a) M.S . Or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screw sand lugs in ground floor.(i) Grill weighing above 10Kg./sq.mtr and up to 16 Kg./sq. mtr.
33(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
34(A) 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, if necessary:(b) On steel or other metal surface :With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
35Earthwork in excavation of foundation trenchesor drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
36Earthwork 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. (Payment to be made on the basis of measurement of finished quantity of work)(a)With earth obtained from excavation of foundation.
37Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
38Ordinary 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.In ground floor and foundation a) Pakur Variety
39Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips ( 20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
40Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout prop sand 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 ofworks (up to roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.
41\"DO\"(a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge.
42Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binder set cinitial straightening and removal of loose rust (if necessary ), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel (JSW/Shyam/SRMB)
43125mm.thickbrickworkwith1stclass bricks in cement mortar (1:4) in ground floor.
44Plaster (to wall , floor, ceiling etc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (Ground floor). [Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar(b) 15 mm thick plaster
45Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
46Protective 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 (iii) Two coats.
47Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
48M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
49(a) M.S . Or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screw sand lugs in ground floor. (i) Grill weighing above 10Kg./sq.mtr and up to 16 Kg./sq. mtr.
50(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
51(A) 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, if necessary:(b) On steel or other metal surface :With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)

AI Tender Summary

OUR REF NO 44901968
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 05-09-2024
Authority
Authority Name Department of School Education
Work Description Construction of Boundary wall surrounding public Graveyard at Kachuya Dakshinpara (Sahabankhana) ,Mouza - Borote, JL No. 206, Plot No. 160 and Malachi Idgah , Itahar ,Mouza - Malanchi, JL No. 219, Plot No. 412 and Namunia Paschimpara , Itahar ,Mouza - Kapasia, JL No. 172, Plot No. 4035,4026,4028,4029,4020underItahar Block of Uttar Dinajpur District
Basic Detail
Tender No 05 OF 2024-25 (1stCall)
Bidding Type Tender
Location
City itahar
State West Bengal
Key Dates
Publish Date 23 Aug 2024
Submission Date 05 Sep 2024
Open Date 07 Sep 2024
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 1.67 Lakhs
Exemption Available
Document List
BOQ_1631670.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
ba38ac27-b372-48cd-a1db-2e19769d9c05.html

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Tender Timeline

Aug 23, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 05, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 07, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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xls

BOQ_1631670.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

html

ba38ac27-b372-48cd-a1db-2e19769d9c05.html

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