Tender For Civil Work -Road Work -Tender Package No . Mmgsy Wb-20-Forbesganj-01 ( Raniganj Supaul Path To Resham Lal Chowk Sharma Tola Mojha , Pmgsy Bistoriya Jagta Road To Islampur Palar Tola ) In Araria District, Forbesganj-Bihar

tender for civil work -road work -Tender Package No . Mmgsy Wb-20-Forbesganj-01 ( Raniganj Supaul Path To Resham Lal Chowk Sharma Tola Mojha , Pmgsy Bistoriya Jagta Road To Islampur Palar Tola ) In Araria District , road name- raniganj supaul path to resham lal chowk sharma tola mojha providing & fixing of working benchmark pillars 2 nos . per km & 6 nos . of reference pillars required for 1 km . as per drawings given and direction of e/i , clearing and grubbing road land ( by manual means ) including uprooting wild vegetation , grass , bushes , shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201 . 1 and direction of e/i , excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1 . 5 m and lead upto 50 m as per technical specification clause 302 . 3 , construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300 . 1 and 300 . 2 as per technical specification clause 301 . 5 ( including royality & labour cess ) . , excavation for roadwork in soil with hydraulic excavator of 0 . 9 cum bucket capacity including cutting and loading in tippers , trimming bottom and side slopes , in accordance with requirements of lines , grades and cross-sections , and transporting to the embankment location with a lift upto 1 . 5 m and lead upto 1000 m as per technical specification clause 302 . 3 ( including royality & labour cess ) . , loosening , levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm , mixed with water at omc and compacted by rolling so as to achieve minimum dry density as given in table 300 . 1 and 300 . 2 for embankment construction as per technical specification clause 301 . 4 . 1 , construction of embankment with 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 & 100 m as per technical specification clause 301 . 5 . ( including royality & labour cess ) . ( i ) for 1000 m lead , ( ii ) for 100 m lead , construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300 . 2 with lead upto 1000 m as per technical specification clause 303 . 1 . i ) earthen shoulder , construction 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 , complete as per technical specification clause 401 . , 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 3 as per technical specification clause 405 . , providing 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 . 70- 1 . 0 kg/sqm using mechanical means as per technical specification clause 502 . , providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0 . 25 to 0 . 30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503 . , providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 , construction of panel concrete , plain cement concrete pavement , thickness as per design , over a prepared sub base , with 43 grade cement or any other type as per caluse 1501 . 2 . 2 m 30 ( grade ) coarse and fine aggregates conforming to is:383 , maximum size of coarse aggregate not exceeding 25mm , mixed in a concrete mixer of not less than 0 . 2 cum capasity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film , wedges , steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels , rakes , compacted using needle , screed and plate vibrators and finished in continous operation including provision of contraction and expansion , construction joints , applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints , admixture as approved , curing of concrete slabs for 14 days . curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 . pcc grade m-30 eachpanel ( 0 . 50x0 . 50 ) thickness 100 mm . , laying brick soling layer on prepared sub-grade with brick on end edging according to lines , graded and cross-section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412 , supply and poviding np 3 300 mm dia hume pipe across carriageway in open areas . , reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703 . i ) km stone , ii ) 200 m stone , providing and fixing of retro- reflectorised cautionary , mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801 . 3 , fixed over aluminium sheeting , 1 . 5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing . i ) 600 mm equilateral & triangle , ii ) 600 mm circular , , iii ) 800 mm x 600 mm rectangular , , iv ) 600 mm x 450 mm rectangular , , providing 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 . road marking on bt , road marking on cc , zebra crossing , reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25 , fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 , planting of trees by the road side ( avenue trees ) in 0 . 60 m dia holes , 1 m deep dug in the ground , mixing the soil w

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	06-Aug-2020	Date Corrigendum	Date	25-08-2020

INR 10000 /-

INR 1657600.0 /-

INR 8.28 Crore /-

Name of Work: MMGSY WB-20-FORBESGANJ-01
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	ROAD NAME- RANIGANJ SUPAUL PATH TO RESHAM LAL CHOWK SHARMA TOLA MOJHA\nProviding & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I		34	NO
2	2	Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I		1.47	HA
3	3	Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3		22.5	CUM
4	4	Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).		13.5	CUM
5	5	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including Royality & Labour Cess).		22.5	CUM
6	6	Loosening ,levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm ,mixed with water at omc and compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1		3780	CUM
7	7	Construction of Embankment with 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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).\n(i)For 1000 m lead		199.06	CUM
8	8	(ii)For 100 m lead		3615.65	CUM
9	9	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\nI) Earthen Shoulder		12601.7	CUM
10	10	Construction 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, complete as per Technical Specification Clause 401.		3298.07	CUM
11	11	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 3 as per Technical Specification Clause 405.		1249.87	CUM
12	12	Providing 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.		14917.5	SQM
13	13	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.		14917.5	SQM
14	14	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509		14917.5	SQM
15	15	Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base,with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm.		189.38	CUM
16	16	Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412		250	SQM
17	17	Supply And Poviding NP 3 300 MM Dia Hume Pipe Across Carriageway In Open Areas.		97.5	M
18	18	Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\ni) Km stone		5	NO
19	19	ii) 200 m stone		17	NO
20	20	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.\ni)600 mm equilateral & triangle		17	NOS
21	21	ii)600 mm circular ,		11	NOS
22	22	iii)800 mm x 600 mm rectangular,		17	NOS
23	23	iv)600 mm x 450 mm rectangular,		11	NOS
24	24	Providing 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.\nRoad Marking On BT		780	SQM
25	25	Road Marking On CC		100	SQM
26	26	Zebra crossing		15	SQM
27	27	Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704		90	NOS
28	28	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year		195	EACH
29	29	Half Brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metre, above ground 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand and the intermediate courses being in dry honey comb masonry, as per design complete		195	EACH
30	30	Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.		17	NO
31	31	Providing and fixing of typical MMGSY 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\ni)Providing and Fixing 'Logo' of MMGSY Project		1	NO
32	32	ii)Citizan Information Board As per Drawing		1	NO
33	33	iii)Maintenance Board		1	NO
34	34	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104		238.384	CUM
35	35	Providing M20 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 20 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203		36.76	CUM
36	36	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204		285.688	CUM
37	37	Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106		60	M
38	38	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701		165.12	SQM
39	39	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.		92.169	CUM
40	40	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.		1	CUM
41	41	Providing M15 (P.C.C. grade M 15 ) in Foundation :-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203		11.461	CUM
42	42	Providing M20 (P.C.C. grade M 20 ) in Foundation :-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203		52.11	CUM
43	43	P.C.C M 20 in Sub Structure :--Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204		26.622	CUM
44	44	Providing RCC M25 in Sub Structure :-- Providing and laying reinforced cement concrete in Sub Structure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5		6.96	CUM
45	45	Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.		13.65	SQM
46	46	RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5		3.245	CUM
47	47	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications		1	MT
48	48	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight		15	RM
49	49	Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing		28	NOS
50	50	Excavation for sructures Earthwork in excavation for foundation of srutures upto 3m depth as per drawing and technical specification clause including settingout, construction of shoring and bracing, removal od slumps and other deletrious material, dressing of side s and bottom and backfilling with approved material including pumping out water, lighting, barricating, prtecting etc. complete as per specification of rural road.		162.768	CUM
51	51	Base-Providing concrete for plain/reinforced concrete grade M-15 in drain complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.		169.335	CUM
52	52	Sand Layer bedding under the drain as per specification		149.1	CUM
53	53	Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412		11.719	SQM
54	54	Local Sand filling.		9.375	CUM
55	55	ADD GST-12%		1	RS
56	56	ADD LC -1%		1	RS
57	57	Construction Seigniorage Fee		1	RS
58	58	1st Year Maintenance cost		1	YEAR
59	59	2nd Year Maintenance cost		1	YEAR
60	60	3rd Year Maintenance cost		1	YEAR
61	61	4th Year Maintenance cost		1	YEAR
62	62	5th Year Maintenance cost		1	YEAR
63	63	ADD GST-12%		1	RS
64	64	ADD LC -1%		1	RS
65	65	Maintenance Seigniorage Fee		1	RS
66	66	ROAD NAME- PMGSY BISTORIYA JAGTA ROAD TO ISLAMPUR PALAR TOLA\nProviding & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I		35	NO
67	67	Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I		1.512	HA
68	68	Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3		89.25	CUM
69	69	Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).		53.55	CUM
70	70	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including Royality & Labour Cess).		89.25	CUM
71	71	Loosening ,levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm ,mixed with water at omc and compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1		3888	CUM
72	72	Construction of Embankment with 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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).\n(i)For 1000 m lead		1715.48	CUM
73	73	(ii)For 100 m lead		2012.75	CUM
74	74	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.\nI) Earthen Shoulder		10713.3	CUM
75	75	Construction 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, complete as per Technical Specification Clause 401.		2686.49	CUM
76	76	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 3 as per Technical Specification Clause 405.		1227.15	CUM
77	77	Providing 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.		11972.2	SQM
78	78	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.		11972.2	SQM
79	79	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509		11972.2	SQM
80	80	Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base,with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm.		450.71	CUM
81	81	Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412		595	SQM
82	82	Supply And Poviding NP 3 300 MM Dia Hume Pipe Across Carriageway In Open Areas.		75	M
83	83	i) Km stone		5	NO
84	84	ii) 200 m stone		18	NO
85	85	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.\ni)600 mm equilateral & triangle		17	NOS
86	86	ii)600 mm circular ,		11	NOS
87	87	iii)800 mm x 600 mm rectangular,		17	NOS
88	88	iv)600 mm x 450 mm rectangular,		11	NOS
89	89	Providing 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.\nRoad Marking On BT		626	SQM
90	90	Road Marking On CC		238	SQM
91	91	Zebra crossing		11.25	SQM
92	92	Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704		70	NOS
93	93	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year		157	EACH
94	94	Half Brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metre, above ground 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand and the intermediate courses being in dry honey comb masonry, as per design complete		157	EACH
95	95	Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.		17	NO
96	96	Providing and fixing of typical MMGSY 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\ni)Providing and Fixing 'Logo' of MMGSY Project		1	NO
97	97	ii)Citizan Information Board As per Drawing		1	NO
98	98	iii)Maintenance Board		1	NO
99	99	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104		208.586	CUM
100	100	Providing M20 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 20 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203		32.165	CUM
101	101	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204		249.977	CUM
102	102	Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106		52.5	M
103	103	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701		144.48	SQM
104	104	Excavation for sructures Earthwork in excavation for foundation of srutures upto 3m depth as per drawing and technical specification clause including settingout, construction of shoring and bracing, removal od slumps and other deletrious material, dressing of side s and bottom and backfilling with approved material including pumping out water, lighting, barricating, prtecting etc. complete as per specification of rural road.		275.1	CUM
105	105	Base-Providing concrete for plain/reinforced concrete grade M-15 in drain complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.		286.2	CUM
106	106	Sand Layer bedding under the drain as per specification		252	CUM
107	107	Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412		11.719	SQM
108	108	Local Sand filling.		9.375	CUM
109	109	ADD GST-12%		1	RS
110	110	ADD LC -1%		1	RS
111	111	Construction Seigniorage Fee		1	RS
112	112	1st Year Maintenance cost		1	YEAR
113	113	2nd Year Maintenance cost		1	YEAR
114	114	3rd Year Maintenance cost		1	YEAR
115	115	4th Year Maintenance cost		1	YEAR
116	116	5th Year Maintenance cost		1	YEAR
117	117	ADD GST-12%		1	RS
118	118	ADD LC -1%		1	RS
119	119	Maintenance Seigniorage Fee		1	RS