Tender For Civil Works - Roads - L027- P . W . D . Trimuhani To Kopi . ( Vr27 ), Darbhanga-Bihar

TDR : 26410329

Tender Notice
Corrigendum Details
BOQ

Expired

Darbhanga , Bihar

Tender Brief : Corrigendum : Tender For Civil Works - Roads - L027- P . W . D . Trimuhani To Kopi . ( Vr27 )

Document Fees
₹ 10000 /-

EMD
₹ 259726.0 /-

Tender Value
₹ 1.29 Crore /-

Submission Date
31-12-2020

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	29-12-2020	Date Corrigendum	Date	31-12-2020

Name of Work: L027 - PWD Trimuhani to Kopi. (VR27)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Providing & Fixing of Bench Mark Pillars @ four nos. per km as per drawing given and direction of E/ I	9	9	nos
2	2	Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\nBy Manual Means	0.03	0.03	Hect.
3	3	Dismantling 1.5m span Brick/Tile Work	88.4	88.4	cum
4	4	Dismantling 1.5m span cement concrete M15 & M20	11.14	11.14	cum
5	5	Dismantling 1.5m span Reinforced Cement Concrete	6.67	6.67	cum
6	6	Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 . (Rate of Sum of 3.3 and 3.5) Take 60% of Earthwork from Roadway Cutting	1816	1816	Cum
7	7	Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m 40% Quantity	3425.85	3425.85	Cum
8	8	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1.	3889.08	3889.08	cum
9	9	Granular Sub-base with Well Graded Material (Table 400.1) (By Mix in place Method) For Grading II Material\nConstruction of granular sub-base by providing well graded material spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density including cost, carriage and labour cess of all material complete as per Technical Specification Clause 401. Grading II Material.	674.01	674.01	cum
10	10	WBM Grading 2 (By Mechnical Means)\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.	447.47	447.47	cum
11	11	WBM Grading 3 (By Mechnical Means)\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-III specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	483.03	483.03	cum
12	12	Prime Coat (Low Porosity)\nProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2kg/sqm using mechanical means as per Technical Specification Clause 502	6682.5	6682.5	Sqm
13	13	Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.	6682.5	6682.5	Sqm
14	14	Mix Seal Surface\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.	6816.15	6816.15	Sqm
15	15	Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\nKm stone	2	2	nos
16	16	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\n200 m stone	8	8	Nos
17	17	Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shape and colour supported and welded on 47 mm x 47 mm x 12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.\n600 mm equilateral & triangle.	1	1	nos
18	18	Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shape and colour supported and welded on 47 mm x 47 mm x 12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.\n800 mm x 600 mm rectangular	1	1	nos
19	19	Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shape and colour supported and welded on 47 mm x 47 mm x 12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. 900 mm side octagon.	2	2	nos
20	20	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1	1	1	Nos
21	21	Direction and place identification signs up to 0.9 sqm size board\nProviding and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M. S. flat iron on edges on back firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.	1	1	Nos
22	22	Providing and fixing of typical PMGSY Title information board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1	1	1	nos
23	23	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.	358.65	358.65	Sqm
24	24	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.	109.87	109.87	cum
25	25	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8	10.9	10.9	cum
26	26	Providing concrete PCC GRADE M 15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203	7.94	7.94	cum
27	27	Head wall in Brick masonry work in cement mortar (1:3)in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202, & 1204.	79.53	79.53	cum
28	28	Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete betting including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parrapets clauses 1106	22.5	22.5	M
29	29	Pointing with CM 1:3 on brickwork as per technical specification clause 613.4	95.93	95.93	Sqm
30	30	Slope Protection Providing\nand laying boulder pitching on slopes laid over prepared filter media as per drawings & technical specification Clause 1302	48.15	48.15	cum
31	31	Slope Protection\nProviding and laying filter material underneath pitching in slopes complete as per drawings & technical specification Clause 1302	13.28	13.28	cum
32	32	Backfilling infoundation\nFilling in foundation trenches as per drawings & technical specification Clause 305.3.9	18.31	18.31	cum
33	34	GST 12%	1	1	RS
34	35	Labour Cess 1%	1	1	RS
35	36	Seigniorage Fee	1	1	RS
36	38	1st year Maintenance:
37	39	1st year Maintenance:-Restoration of Raincuts/Berms with soil.moorum etc(Qty=LBs0.3*%taken) X 1.25	108.26	108.26	cum
38	40	Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=LBr%taken) X 1.25	551.31	551.31	Sqm
39	41	Patch repair over bituminous surface with mix seal surface (Qty=LBr%taken) X 1.5	41.77	41.77	Sqm
40	42	Maintenance of Earthen Drains	200	200	M
41	43	Maintenance of C/D Works (Hume Pipe Culvert)	3	3	No.
42	44	(I)Cutting of branches of trees and shrubs	4	4	No.
43	45	(ii) Cutting of shrubs from roadway	18	18	No.
44	46	(iii) Trimming of grass and weeds	45	45	Sqm
45	47	White washing of parapet walls of CD work and tree truncks	63	63	Sqm
46	48	2 nd year Maintenance
47	49	2 nd year Maintenance:-Restoration of Raincuts/Berms with soil.moorum etc(Qty=LBs0.3*%taken) X 1.25	120.29	120.29	cum
48	50	Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=LBr%taken) X 1.25	651.54	651.54	Sqm
49	51	Patch repair over bituminous surface with mix seal surface (Qty=LBr%taken) X 1.5	83.53	83.53	Sqm
50	52	Maintenance of Earthen Drains	200	200	M
51	53	Maintenance of C/D Works (Hume Pipe Culvert)	3	3	No.
52	54	Maintenance of Road Signs	1.88	1.88	KM
53	55	Maintenance of 200 m and km stones	1.88	1.88	KM
54	56	(I)Cutting of branches of trees and shrubs	4	4	No.
55	57	(ii) Cutting of shrubs from roadway	18	18	No.
56	58	(iii) Trimming of grass and weeds	45	45	Sqm
57	59	White washing of parapet walls of CD work and tree truncks	63	63	Sqm
58	60	3 rd year Maintenance
59	61	3 rd year Maintenance:-Restoration of Raincuts/Berms with soil.moorum etc(Qty=LBs0.3*%taken) X 1.25	135.32	135.32	cum
60	62	Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=LBr%taken) X 1.25	761.81	761.81	Sqm
61	63	Repair of Pot Holes filled with 75 mm BM X 1.25 times	9.4	9.4	cum
62	64	Patch repair over pot holes with mix seal surface (Qty=LBr%taken) X 1.5	142	142	Sqm
63	65	Patch repair over bituminous surface with mix seal surface (Qty=LBr%taken) X 1.5	142	142	Sqm
64	66	Maintenance of Earthen Drains	200	200	M
65	67	Maintenance of C/D Works (Hume Pipe Culvert)	3	3	No.
66	68	(I)Cutting of branches of trees and shrubs	4	4	No.
67	69	(ii) Cutting of shrubs from roadway	18	18	No.
68	70	(iii) Trimming of grass and weeds	45	45	Sqm
69	71	White washing of parapet walls of CD work and tree truncks	63	63	Sqm
70	72	4 th year Maintenance
71	73	4 th year Maintenance:-Restoration of Raincuts/Berms with soil.moorum etc(Qty=LBs0.3*%taken) X 1.25	162.38	162.38	cum
72	74	Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=LBr%taken) X 1.25	877.08	877.08	Sqm
73	75	Repair of Pot Holes filled with 75 mm BM X 1.25 times	13.78	13.78	cum
74	76	Patch repair over pot holes with mix seal surface (Qty=LBr%taken) X 1.5	183.77	183.77	Sqm
75	77	Patch repair over bituminous surface with mix seal surface (Qty=LBr%taken) X 1.5	183.77	183.77	Sqm
76	78	Maintenance of Earthen Drains	200	200	M
77	79	Maintenance of C/D Works (Hume Pipe Culvert)	3	3	No.
78	80	Maintenance of Road Signs	1.88	1.88	KM
79	81	Maintenance of 200 m and km stones	1.88	1.88	KM
80	82	(I)Cutting of branches of trees and shrubs	4	4	No.
81	83	(ii) Cutting of shrubs from roadway	18	18	No.
82	84	(iii) Trimming of grass and weeds	45	45	Sqm
83	85	White washing of parapet walls of CD work and tree truncks	63	63	Sqm
84	86	5 th year Maintenance
85	87	5 th year Maintenance:-Restoration of Raincuts/Berms with soil.moorum etc(Qty=LBs0.3*%taken) X 1.25	177.42	177.42	cum
86	88	Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=LBr%taken) X 1.25	977.32	977.32	Sqm
87	89	Repair of Pot Holes filled with 75 mm BM X 1.25 times	16.92	16.92	cum
88	90	Patch repair over pot holes with mix seal surface (Qty=LBr%taken) X 1.5	225.53	225.53	Sqm
89	91	Patch repair over bituminous surface with mix seal surface (Qty=LBr%taken) X 1.5	225.53	225.53	Sqm
90	92	Maintenance of Earthen Drains	200	200	M
91	93	Maintenance of C/D Works (Hume Pipe Culvert)	3	3	No.
92	94	(I)Cutting of branches of trees and shrubs	4	4	No.
93	95	(ii) Cutting of shrubs from roadway	18	18	No.
94	96	(iii) Trimming of grass and weeds	45	45	Sqm
95	97	White washing of parapet walls of CD work and tree truncks	63	63	Sqm
96	99	GST 12%	1	1	RS
97	100	Labour Cess 1%	1	1	RS
98	101	Seigniorage Fee	1	1	RS

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