Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration - GTA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Aug 2024
Closing Date30 Aug 2024
Tender Amount₹ 98,96,961
Costs
EMD
₹ 1,97,939Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GTA_735751_1Bid Award Id
ViewTender No
GTA/EE/TED NIeT-22 (2ndCall)/e-Tender/2024-25Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
Repair and maintenance of Road from Takdah Bazar Via Griffith School under R.R. Block, Takdah, G.T.A.
BOQ Items
Prime Coat
Providing and applying primer coat with Cationic
Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
4215
159622
37.87
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On ituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
4215
56261
13.35
Open-Graded Premix Surfacing using Bituminous
(Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or ery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
4215
551069
130.74
Seal Coat Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder onthoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants (@ 15.00 kg / 10 sqm.)
4215
207757
49.29
PEOTECTIVE STRUCTURE 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 . III. In ordinary rock (not requiring blasting)
A By Manual Means (ii) Without pumping out water
82.27
11177
135.87
Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
70.7
378058
5347.36
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
91.58
432714
4725.25
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) Where staging is not required.
95.6
24382
255.05
providing weep hole (150x75mm) in walls approved packing brick bats or boulder of approved qulit and size at the backside of walls etc all complete For Plum Conc wall for CRM wall
126
17569
139.44
Earth in filling in foundation trenches and at the back of abutments with good earth (sandysoil )in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by epartment beyond 150 m. but within 300 m.including all lifts. Earth to be approved by the Engineer-in-charge.
16.7
3204
191.87
"V" TYPE DRAIN 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 pproved material complete as per direction of the ngineer-in-Charge .
578
78527
135.86
hand packed rough dressed stone work with boukder including all coast complete
192
561263
2923.25
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works.
90
543921
6043.57
'BOX'' TYPE DRAIN 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 pproved material complete as per direction of the ngineer-in-Charge .
420
57063
135.87
hand packed rough dressed stone work with boukder including all coast complete
126
368329
2923.25
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works.
94.5
571117
6043.57
CROSS DRAINAGE WORKS 600 DIAMETER HUME PIPE 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 pproved material complete as per direction of the ngineer-in-Charge .
24
3260
135.87
hand packed rough dressed stone work with boukder including all coast complete
3.6
10523
2923.25
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works. (a) M-15 Grade
7.44
44964
6043.57
providing formwork and staging inculding Hire & labour charges for the same as requried for foundation concrete work of for walls parapets etc. For bed C.C. inlet & outlet face
22
5610
255.05
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
17.28
81652
4725.24
Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone Behind abut. Both side Top of H/pipe
8.64
18417
2131.63
Cost of RCC spun pipe (NP 3) diameter 600 mm
24
86369
3598.75
Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
14.4
7667
532.5
TYPE OF CROSS DRAINAGE WORKS 1.50 METER SPAN SLAB CULVERT 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 pproved material complete as per direction of the ngineer-in-Charge
116.59
15839
135.87
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works.(a) M-15 Grade
6.3
38074
6043.57
Providing formwork and staging inculding Hire & labour charges all complete for salb of culvert and cross drain upto 3 mtrs clear span…..etc. A) From work so as to give smooth concrete finish with timber planks not less then 38mm thick slab
18
7594
421.9
Providing formwork and staging inculding Hire & labour charges for the same as requried for foundation concrete works of. For walls parapets etc. Parapets and Curb
23.66
6034
255.05
Providing formwork and staging inculding Hire & labour charges for abutment and its components retaning wall hight upto3mtrs abutment wing wall
267.4
68200
255.05
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works. M-25 Design Mix
11.51
98772
8579.97
Supplying, fitting and placing HYSD bar
reinforcement in Bridge Super-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.
0.65
46262
70954.15
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
12.43
58734
4725.25
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering corners as directed and raking out joints including throating, nosing and drip course,scaffolding/stagin where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (b) 15 mm thick plaster
28.4
7148
251.71
Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone abutment D/S Drop
15.48
32997
2131.63
providing weep hole (150x75mm) in walls approved packing brick bats or boulder of approved qulit and size at the backside of walls etc all complete Abutment
24
3346
139.44
TYPE OF CROSS DRAINAGE WORKS 3.00 METER SPAN SLAB CULVERT 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 pproved material complete as per direction of the ngineer-in-Charge .
58.89
10106
171.62
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works.(a) M-15 Grade
39.65
244353
6162.75
providing formwork and staging inculding Hire & labour charges all complete for slab of culvert and cross drain upto 3mtr.clear span…etc from work so as to give smooth concrete finish with timber planks not less then 38mm thiock
11
4640
421.9
providing formwork and staging inculding Hire & labour charges for the same as requried for foundation concrete work of for walls parapets etc.
18.17
4634
255.05
Providing formwork and staging inculding Hire & labour charges for abutment and its components retaning wall hight upto 3mtrs abutment wing wall
145.4
37084
255.05
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & inforcement works.(a) M-25 Grade
7.09
51709
7289.24
Supplying, bending and binding and laying in position steel reinforcement of different dimision in C.C. works ie R.C.C. PSC of different component in foundation etc.
0.63
44346
70954.15
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
65.04
307320
4725.25
Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone abutment D/S Drop
5.5
11723
2131.63
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering 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 (b) 10 mm thick plaster
11.73
2951
251.71
providing weep hole (150x75mm) in walls approved packing brick bats or boulder of approved qulit and size at the backside of walls etc all complete Abutment
16
2231
139.44
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