Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration - GTA Tender
Eprocure
Opening Date23 Jul 2018
Closing Date6 Aug 2018
Tender Amount₹ 30,11,662
Costs
EMD
₹ 60,233Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_GTA_182801_6Bid Award Id
ViewTender No
11/EE/KED/GTA of 2018-19 (2nd call)Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
152.99
765801
5005.56
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
(a) Upto 600 mm dia Hume pipe
4.5
14767
3281.52
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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] (ii) With 1:4 cement mortar (a) 20 mm thick plaster
1711.8
381475
222.85
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Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
(i) (1:3:6) proportion
154.5
564684
3654.91
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(a) Where staging is not required.
698.5
169093
242.08
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Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
567
21807
38.46
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Stone filling on the backside of the walls, abutments, wing walls etc. including hand packing and carriage and cost of stone.
111.4
134663
1208.82
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Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(iii) Without pumping out water but including shoring as required
37.84
4923
130.09
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Labour for laying 150mm(approximate finished thickness) boulder soling including rough dressing, breaking, necessary hand packing and ramming down small stones pieces in the interstics including rolling and preparing the bed to proper level and camber with necessary cushioning over bed and ultimate filling of voids with moorum or sand or klin rubbish including cost of all materials but excluding cost of boulder.
15.6
3009
192.89
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
6.16
30834
5005.56
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Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
(i) (1:3:6) proportion
92.7
338810
3654.91
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
A PCC Grade M20
(i) Height upto 5m
3.96
25101
6338.55
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
0.4
22875
56620.46
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(a) Where staging is not required.
209.27
50660
242.08
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Stone filling on the backside of the walls, abutments, wing walls etc. including hand packing and carriage and cost of stone.
25.2
30462
1208.82
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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] (ii) With 1:4 cement mortar (a) 20 mm thick plaster
27.36
6097
222.85
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