Construction And Maintenance Of Odata ( Khunigad ) To Sarans Mr , Stage-Ii . ( Wapcos ) Construction And Maintenance Of Odata ( Khunigad ) To Sarans Mr , Stage-Ii , Length-22 . 00 Km . , Mori-Uttarakhand

TDR : 28389344

Tender Notice
Corrigendum Details
BOQ

Expired

Mori , Uttarakhand

Tender Brief : Corrigendum : Construction And Maintenance Of Odata ( Khunigad ) To Sarans Mr , Stage-Ii . ( Wapcos ) Construction And Maintenance Of Odata ( Khunigad ) To Sarans Mr , Stage-Ii , Length-22 . 00 Km .

Document Fees
₹ 5900 /-

EMD
₹ 3450000.0 /-

Tender Value
₹ 17.16 Crore /-

Submission Date
28-07-2021

Competition Type
Indian

Bidding Type
Rate Contract

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	19-07-2021	Corrigendum-02	Date	28-07-2021
2	05-07-2021	Corrigendum-01	BOQ	21-07-2021

Name of Work: Construction of Odada (Khunigad) - Sarans (Km. 2.50 to 24.500) Motor Road Under PMGSY Phase-XVIII (Stage-II work)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site , true to lines as per plan, L section , Cross slope, super elevation as required , also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes, with all lift & leads, required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material), till the completion of the work as per part II special conditions of contract, MORD specification Clauses 1601,1602 & 1603, and as per direction of Engineer in Charge.	Item1	1	Job
2	2	PROTECTION WORK:	Item2
3	3	Excavation for Structures: - Excavation in foundation for cross drainage structures, retaining walls, Breast walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work.\n(For R/W and B/W)	Item3	3695.19	Cum.
4	4	Construction of R. R . stone masonry in cement mortar 1:5 including supply of all materials, labor, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications\nClause 700 &1604.\n(For retaining wall (Bended wall & 20 Cm. top of dry wall) and Breast wall (bended wall))\n	Item4	2859.03	Cum.
5	5	Random rubble stone masonry for structures laid dry by locally available approved stone including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for, retaining walls, breast walls & other similar structures etc. as per direction of Engineer-in-charge.\n(For R/W and B/W)\n	Item5	6256.48	Cum.
6	6	HP stone filling in back of walls including supply of all material. labour. T&P etc. required for proper completion of the work.\n(For R/W and B/W)\n	Item6	1481.34	Cum.
7	7	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge\n	Item7	1642.5	Cum.
8	8	Providing and fixing of. Edge Stones 12cm x 12cm X 60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation.	Item8	7700	No.
9	9	Construction of Parapet in R.R. Stone masonry laid in 1:5 C/S mortar providing M-10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S mortar & Flush pointing in 1:3 C/S Mortar as required and specified in detailed drawing with white washing complete as\nper the direction of Engineer-in-charge.\n	Item9
10	10	Construction of R. R. stone masonry in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc., required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.	Item10	465.75	Cum.
11	11	Providing and laying of concrete for\nplain/reinforced concrete in open foundations for structures including supply of all materials, labor, t&p & royalty etc. Required for proper completion of work as directed by Engineer-in- charge and MORD specifications Clause 800, 1202 & 1203 for P.C.C grade M 10.\n	Item11	58.05	Cum.
12	12	15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p & royalty etc. required for proper completion of work as directed by Engineer-in- charge and MORD specifications Clauses No.613.4.	Item12	1566	Sqm.
13	13	Pointing with cement mortar 1:3 including supply of all materials, labour, t&p & royalty etc. Required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3\n	Item13	1080	Sqm.
14	14	Providing and laying 25 mm thick P.C.C. Coping layer 1:2:4 Cement concrete	Item14	1800	R/m
15	15	White washing of parapet walls of CD work and tree trunks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915\n	Item15	2646	Sqm.
16	16	DRAINAGE WORK	Item16
17	17	SIDE DRAIN	Item17
18	18	Cleaning of Drain:- Maintenance of Drains The maintenance of drains include erosion, repair, clearing. Cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause1907.	Item18	19730	R/m
19	19	Construction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and grades dimensions and other particulars as per Drawing including all material labour T&P etc required for proper completion of the work as directed by Engineer in charge.\n	Item19
20	20	Excavation of foundation as per item no.3	Item20	529.2	Cum.
21	21	RR stone Masonry 1:5 as per item no.4	Item21	360.72	Cum.
22	22	Plaster in 1:4 Cement sand mix as per item\nno 12\n	Item22	1782	Sqm.
23	23	CROSS DRAINAGE WORK\n\n	Item23
24	24	SCUPPER	Item24
25	25	Construction of 1 m span scupper of RR 1: 5 abutment, RCC slab as per attached drawing including supply of all material labor, T&P etc. required for proper completion of the work. C/0 1 m span culvert with C.C. base.	Item25
26	26	Excavation for Structures: - Excavation in foundation as per item No.3.\n	Item26	5239.52	Cum.
27	27	Providing and laying of concrete for\nplain/reinforced concrete in open foundations for structures including supply of all materials, labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in- charge and MORD specifications Clause 800, 1202 & 1203 for P.C.C grade M 10.\n	Item27	375.07	Cum.
28	28	Construction of R. R. stone masonry in\ncement mortar 1:5 including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.\n	Item28	1538.86	Cum.
29	29	Providing and laying of concrete for\nplain/reinforced concrete for substructures\nincluding supply of all materials,\nlabour, t&p & royalty etc. Required for proper\ncompletion of work as directed by Engineer-in-\ncharge and MORD specifications Clause 800 for\nR.C.C grade M 25.\n	Item29	192.96	Cum.
30	30	Supply, fitting and placing MS bar reinforcement in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 & 1202 as per MORD specification Clause 1000. Sr. No. 12.8\n	Item30	222.19	Qtl.
31	31	Providing and laying of plain cement concrete for structures including supply of all materials, labour, t&p, shuttering, centering, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification Clause 800 for P.C.C grade M 20.\n	Item31	19.3	Cum.
32	32	Random Rubble stone masonry laid dry as per\n Item No.7\n	Item32	1587.71	Cum.
33	33	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7	Item33	1460	No.
34	34	HP stone filling in back of walls for as per Item No.9\n	Item34	569.23	Cum.
35	35	Construction of Culvert.	Item35
36	36	Excavation for Structures:- Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305.\n	Item36	175	Cum.
37	37	Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour, t&p & royalty etc. Required for proper completion of work as directed by Engineer-in-\ncharge and MORD specifications Clause 800 • 1202 & 1203 for P.C.C grade M 10.\n	Item37	162	Cum.
38	38	Providing and laying of concrete for plain/reinforced concrete for super structures including supply of all materials, labour,t&p & royalty etc. Required for proper completion of work as directed by Engineer-in-\ncharge and MORD specifications Clause 800 for\nR.C.C grade M 25.\n	Item38	58.92	Cum.
39	39	Construction of C.R stone masonry laid in 1:4 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications\nClause 704.4\n	Item39	124.08	Cum.
40	40	Construction of C.R stone masonry laid in 1:5 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for\nproper completion of work as directed by Engineer-in-charge and MORD specifications\nClause 704.5.\n	Item40	110.74	Cum.
41	41	HP stone filling:- HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD\nspecification clause 1604.7.\n	Item41	185	Cum.
42	42	Supplying, cutting , and placing of HYSD bar reinforcement in superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS code including supply of all materials, Labour, t&P and royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.)	Item42	60.06	Qtl.
43	43	Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2	Item43	24	R/m
44	44	EARTHAN SHOULDERS SUPER ELEVALATION.	Item44
45	45	Construction of Embankment with Material Obtained from Roadway Cutting Construction of\nembankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables\n300.1 and 300.2 as per Technical Specification Clause 301.5. (Sub grade preparation Pattri filling)\n	Item45	10560	Cum.
46	46	Making of Super Elevation:- Excavation of cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3.\n	Item46	7475.16	Cum.
47	47	Random Rubble stone masonry in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)	Item47	4797.72	Cum.
48	48	PAVEMENT WORK	Item48
49	49	Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical (Using naturally occurring gravel Specification Clause 408. (Using naturally occurring gravel, Local GSB)\n	Item49	11134.3	Cum.
50	50	WBM Grading 2 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam. specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN 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. By Mechanical Means	Item50	5945.1	Cum.
51	51	WBM Grading 3 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means	Item51	5697.6	Cum.
52	52	Primer coat:- Providing and applying primer coat Low porosity with Bitumen emulsion (SS-1) complying with IS 8887 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70- 1.00 Kg/Sqm using mechanical means as per Technical Specification Clause 502.	Item52	76256	Sqm.
53	53	Tack coat:- Providing and applying tack coat with Bitumen emulsion (rapid Setting RS-1Grade complying with IS: 8887) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	Item53	76256	Sqm.
54	54	Premix carpet:- Providing laying and rolling of cold mixed open graded Premix carpet of 20 mm thickness composed of 13.2 mm 11.2 mm aggregates using cationic bitumen emulsion (Medium setting MS Grade complying with IS: 8887) to required line, grade and level 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 capacity, finished to required level and grades to be followed by seal coat of type B as per MORD Specification clause 505.2	Item54	76256	Sqm.
55	55	Seal coat:- Providing and laying seal coat by\nBituminous (SS-2) as for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per\nTechnical specification Clause 508.\n	Item55	76256	Sqm.
56	56	Road Furniture	Item56
57	57	Providing and fixing of kilometer stone as per\nstandard drawing made of precast R:C:C 1:2:4 fixed with CC 1:3:6 including excavation of pit. Painting and Printing letters on Kilometer stone with two cost of approved synthetic enamel paint of approved.	Item57	19	No.
58	58	Same as above item No. but for Hectometer stone	Item58	76	No.
59	59	Same as above item No. but for 5th Km. stone	Item59	3	No.
60	60	Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge\n	Item60	12	No.
61	61	Providing and fixing of Title information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge\n	Item61	1	No.
62	62	Providing and fixing of Citizen information board with PMGSY Logo at starting and prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charae\n	Item62	2	No.
63	63	Providing and fixing of Maintenance information board with PMGSY Logo at starting and prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge	Item63	1	No.
64	64	Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9of MORD	Item64	50	No.
65	65	Providing and fixing of semi reflective Direction\nand Place identification sign boards more then\n0.90 sqm as per attached drawing and direction by Engineer in charge\n	Item65	4	Sqm.
66	66	X, Slope Stability, Soil Erosion & Top Soil Convervation	Item66
67	67	SEEDING AND MULCHING- Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer. Mulching material applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300.\n	Item67	3300	Sqm.
68	68	Soil Erosion & Slope Protection- Providing fixing\nof Maxalt empty Drums including /Providing steel Bar @12 mm Dia two nos, horizontally for interlocking with earth filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge.\n	Item68	480	No.
69	69	OTHER WORKS	Item69
70	70	Construction of Job pillers as per Fig. 1600.1\n(d) and Technical Specification Clause 1602.4\n \n	Item70	2	No.
71	71	Emergency Maintenance	Item71
72	72	Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611	Item72
73	73	Ist year	Item73	1320	Cum
74	74	Iind year	Item74	1188	Cum
75	75	IIIrd year	Item75	1069.2	Cum
76	76	Ivth year	Item76	962.28	Cum
77	77	Vth year	Item77	866.14	Cum
78	78	Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work	Item78
79	79	Ist year	Item79	44	Hours
80	80	Iind year	Item80	39.6	Hours
81	81	IIIrd year	Item81	35.64	Hours
82	82	Ivth year	Item82	32.12	Hours
83	83	Vth year	Item83	28.82	Hours
84	84	Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301	Item84
85	85	Ist year	Item85	44	Cum
86	86	Iind year	Item86	39.6	Cum
87	87	IIIrd year	Item87	35.64	Cum
88	88	Ivth year	Item88	32.12	Cum
89	89	Vth year	Item89	28.82	Cum
90	90	Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)	Item90
91	91	Ist year	Item91	66	Cum
92	92	Iind year	Item92	59.4	Cum
93	93	IIIrd year	Item93	53.46	Cum
94	94	Ivth year	Item94	48.18	Cum
95	95	Vth year	Item95	43.34	Cum
96	96	Routine Maintenance- Under PBMC	Item96
97	97	Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.\n5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. \n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\n7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.\n8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.\n	Item97
98	98	Ist year	Item98	22	Km
99	99	Iind year	Item99	22	Km
100	100	IIIrd year	Item100	22	Km
101	101	Ivth year	Item101	22	Km
102	102	Vth year	Item102	22	Km

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