Construction Of Front Gate And Culvert At Swc Tarakeswar , Hooghly, Tarakeshwar, Hooghly-West Bengal

TDR : 26985822

Tender Notice
BOQ

Expired

Tarakeshwar, Hooghly , West Bengal

Tender Brief : Construction Of Front Gate And Culvert At Swc Tarakeswar , Hooghly

Document Fees
Refer document

EMD
₹ 124115.0 /-

Tender Value
₹ 62.05 Lakhs /-

Submission Date
03-03-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: CONSTRUCTION OF FRONT GATE AND CULVERT AT SWC TARAKESWAR, HOOGHLY
1	1	Internal Road For Weigh Bridge Approach	1
2	1.01	Clearing 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).\n	2	119	Sqm
3	1.02	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.	3	119	Sqm
4	1.03	Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part there of. depath 0.85 metre	4	76.5	Sqm
5	1.04	Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by compacting stone chips and sand (in proportion of 40:60).	5	11.48	Sqm
6	1.05	Granular Sub-base with Graded Material \n(Table:- 400-1) B. By Mix in Place Method : \nConstruction of granular sub-base by providinggraded material, mixing by mix in place methodwith Rotavator at OMC, spreading in uniformlayers with Motor grader on prepared surface inproper grade and camber, compacting withvibratory roller to achieve the desired density,including lighting, guarding, barricading,including cost of all materials, machinery, toolsand plants including cost of quality controlcomplete as per Clause 401 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). \nGrading - II	6	22.95	Cum
7	1.06	Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) \nB. Manual Means	7	5.74	Cum
8	1.07	Compacting Original Ground\nA. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).	8	22.95	Cum
9	1.08	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.\na) Pakur Variety	9	7.65	Cum
10	1.09	Plain / Reinforced Cement Concrete in Open\nfoundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. \n RCC Grade M30\nI) Using concrete mixer	10	19.13	Cum
11	1.1	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.	11	76.5	Sqm
12	1.11	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\ncompletion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering without staging in foundation For 1:2:4 CONCRETE	12	18.43	Sqm
13	1.12	Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , initial 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 balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel\nOther than SAIL/ TATA/RINL	13	1.05	MT
14	1.13	Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. Length Wise\nWidth Wise	14	0.04	Cum
15	1.14	Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge	15	65.03	Cum
16	2	NEW 3.0 m SPAN CULVERT AT GATE-1	16
17	2.01	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.	17	108	Cum
18	2.02	Filling in foundation or plinth by fine sand (Grading Zone III as per IS:\n383-1970) stacked at site.) in layers not exceeding 150mm as directed & consoling the same by through saturation with water ramming complete including the cost of supply of sand (Payment to be made on measurement of finished quantity)	18	47	Cum
19	2.03	Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.)	19	97	Sqm
20	2.04	Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. All floor, Roof & above	20	194	Sqm
21	2.05	Cement concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation. 1:3:6 proportion	21	9.7	Cum
22	2.06	Providing and laying C.C. pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 420 kg/cum.)	22	73	CUM
23	2.07	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). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ground floor	23	130.92	SQM
24	2.08	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial 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. For work in foundation, basement all floor, Roof & above. Tor steel Fe 500 (SAIL/TATA/RINL).	24	11	MT
25	2.09	Brick work with 1st class bricks in cement mortar(1:6) . In Superstructure , Foundation, basement all floor, Roof & above.	25	11	cum
26	2.1	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, noisng and dripourse, chiping, scaffolding / staging where necessary. With 1:6 cement mortar. 20 mm thick plaster. Foundation, basement all floor, Roof & above.	26	126	Sqm
27	2.11	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. Two Coat	27	126	Sqm
28	2.12	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC 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. Two Coats. Super Protective 100% Acrylic Emulsion.	28	126	Sqm
29	2.13	Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.	29	49	Cum
30	2.14	Bailing or pumping out water from foundation trenches. Double of Earth work	30	216	Sqm
31	3	REPLACEMENT OF GATE-1	31
32	3.01	Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.\n(a) In ground floor including roof. Gate Column - 2 No	32	0.77	CUM
33	3.02	Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.\nb) Extra rate for each addl. Floor over the rate of ground floor	33	3.46	CUM
34	3.03	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.	34	20.28	CUM
35	3.04	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. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation	35	8.11	CUM
36	3.05	Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.)	36	9.25	SQM
37	3.06	Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. All floor, Roof & above	37	9.25	SQM
38	3.07	Cement concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation. 1:3:6 proportion	38	0.69	CUM
39	3.08	Ordinary cement concrete(mix 1:1.5:3) with graded stone chips(20 mm size ) excluding shuttering and reinforcement if any if any in ground froor as per relevant Is code . (FDN)	39	33.38	CUM
40	3.09	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) c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work	40	33.88	SQM
41	3.1	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial 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\nand direction.	41	2.62	MT
42	3.11	Brick work with 1st class bricks in cement mortar(1:6) . In Superstructure , Foundation, basement all floor, Roof & above.	42	2.88	CUM
43	3.12	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] With 20mm Thick Plaster (1:6) (For inside wall of Godown )	43	7.68	SQM
44	3.13	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.\nIn ground floor.	44	4.35	QNTL
45	3.14	Supplying, fitting, fixing in position rails on any surface.	45	51.81	KG
46	3.15	Painting with ready mixed Black Japan of approved make and brand including smoothening surface (Two Coat)	46	33.6	SQM
47	3.16	Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer' specification. (Two Coat)	47	8	SQM
48	4	Internal Road at Front Gate upto PWD Road	48
49	4.01	Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part there of. depath 0.85 metre	49	210	SQM
50	4.02	Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of\nSpecifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by compacting stone chips and sand (in proportion of 40:60). Internal Road in front of Gdown - 1 and 4	50	31.5	CUM
51	4.03	Granular Sub-base with Graded Material \n(Table:- 400-1) \nB. By Mix in Place Method : \nConstruction of granular sub-base by providinggraded material, mixing by mix in place methodwith Rotavator at OMC, spreading in uniformlayers with Motor grader on prepared surface inproper grade and camber, compacting withvibratory roller to achieve the desired density,including lighting, guarding, barricading,including cost of all materials, machinery, toolsand plants including cost of quality controlcomplete as per Clause 401 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). \nGrading - II \nRoad of Internal Road in front of Gdown - 1 and 4	51	63	CUM
52	4.04	Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) \nB. Manual Means \nInternal Road in front of Gdown - 1 and 4	52	15.75	CUM
53	4.05	Compacting Original Ground\nA. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nInternal Road in front of Gdown - 1 and 4	53	63	CUM
54	4.06	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.\na) Pakur Variety \nInternal Road in front of Gdown - 1 and 4	54	21	CUM
55	4.07	Plain / Reinforced Cement Concrete in Open\nfoundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. \n RCC Grade M30\nI) Using concrete mixer \nInternal Road in front of Gdown - 1 and 4	55	52.5	CUM
56	4.08	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. \nInternal Road in front of Gdown - 1 and 4	56	210	SQM
57	4.09	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) (a) 25 mm to 30 mm thick wooden shuttering without staging in foundation For 1:2:4 CONCRETE	57	34.05	SQM
58	4.1	Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , initial 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 balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel Other than SAIL/ TATA/RINL	58	2.88	MT
59	4.11	Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. Length Wise	59	0.09	CUM
60	4.12	Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge	60	178.5	CUM
61	5	Guard Wall	61
62	5.01	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.	62	350	CUM
63	5.02	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. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation	63	201.38	Cum
64	5.03	Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.)	64	135	Sqm
65	5.04	Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. All floor, Roof & above	65	135	Sqm
66	5.05	Cement concrete with graded jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation. 1:3:6 proportion	66	13.5	Cum
67	5.06	Providing and laying C.C. pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 420 kg/cum.)	67	170	Cum
68	5.07	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). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ground floor	68	600	SQm
69	5.08	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial 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. For work in foundation, basement all floor, Roof & above. Tor steel Fe 500 (SAIL/TATA/RINL).	69	20.02	MT
70	5.09	Bailing or pumping out water from foundation trenches. Double of Earth work	70	700	CUM

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Construction Of Front Gate And Culvert At Swc Tarakeswar , Hooghly, Tarakeshwar, Hooghly-West Bengal

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