Work Of Providing, Laying, Jointing And Commissioning Of Transmission Main From Martindal Bridge To Ps8 Head Works, Including Various Distribution Pipelines With Shifting Of Existing Water Connections In New Laid Distribution Pipelines Along With Pipe Fit, Ajmer-Rajasthan

TDR : 21991351

Tender Notice
BOQ

Expired

Ajmer , Rajasthan

Tender Brief : Work Of Providing, Laying, Jointing And Commissioning Of Transmission Main From Martindal Bridge To Ps8 Head Works, Including Various Distribution Pipelines With Shifting Of Existing Water Connections In New Laid Distribution Pipelines Along With Pipe Fit

Document Fees
₹ 5000 /-

EMD
₹ 594800.0 /-

Tender Value
₹ 2.97 Crore /-

Submission Date
12-10-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: WORK OF PROVIDING, LAYING, JOINTING AND COMMISSIONING OF TRANSMISSION MAIN FROM MARTINDAL BRIDGE TO PS8 HEAD WORKS, INCLUDING VARIOUS DISTRIBUTION PIPELINES WITH SHIFTING OF EXISTING WATER CONNECTIONS IN NEW LAID DISTRIBUTION PIPELINES ALONG WITH PIPE FITTINGS ,MANUFACTURING, SUPPLYING, LOWERING, LAYING AND JOINTING IN POSITION OF FABRICATED MS PIPE WITH ON SITE MS FABICATION WORKS, SUPPLY, INSTALLATION AND COMMISSIONING OF MECHANICAL EQUIPMENTS, ALONGWITH O&M FOR 5 YEARS AFTER DEFECT LIABILITY PERIOD OF ONE YEAR
1	1	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001012
2	2	100 mm	BI01010001010000000000000515BI0100001113	18	RMT
3	3	150 mm	BI01010001010000000000000515BI0100001114	1400	RMT
4	4	200 mm	BI01010001010000000000000515BI0100001115	38.5	RMT
5	5	250 mm	BI01010001010000000000000515BI0100001116	340	RMT
6	6	450 mm	BI01010001010000000000000515BI0100001117	150	RMT
7	7	600 mm	BI01010001010000000000000515BI0100001118	1845	RMT
8	8	De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compection and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work)	BI01010001010000000000000515BI0100001215
9	9	250 mm	BI01010001010000000000000515BI0100001119	300	RMT
10	10	450 mm	BI01010001010000000000000515BI0100001120	100	RMT
11	11	Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001315
12	12	Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001112
13	13	Dis of pipe 450mm (ID) 8mm thick	BI01010001010000000000000515BI0100001121	20	RMT
14	14	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001316
15	15	MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet)	BI01010001010000000000000515BI0100001122	4400	P Kg
16	16	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.	BI01010001010000000000000515BI0100001123	2	Each
17	17	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category \"A\" Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG)\nManually operated (PN 1.6 class)	BI01010001010000000000000515BI0100001317
18	18	600 mm(1s+1w)	BI01010001010000000000000515BI0100001318	2	Nos
19	19	150 mm(2w)	BI01010001010000000000000515BI0100001319	2	Nos
20	20	Work of Inter Connection in DI/CI/HDPE pipe line including dismentalling of BT road/CC road/ excavation of soil, cutting of existing pipe line of Tee (complete) and other specials excluding sluice valve, dewatering, transportation from JE store and providing adequate safety of site & testing for water proof inter conncetion using his own T&P labour & dewaterting pump etc. required to complete the job(Material such as Tee/Tee Clamp/rubber sheet/CID joints required for inter connection shall be provided by the dept. free of cost.)	BI01010001010000000000000515BI0100001320
21	21	Demolishing bitumin road	BI01010001010000000000000515BI0100001321
22	22	80 mm to 100 mm CI/DI pipeline	BI01010001010000000000000515BI0100001322	10	Per Job
23	23	125 mm to 150 mm CI/DI pipeline	BI01010001010000000000000515BI0100001323	10	Per Job
24	24	200 mm to 250 mm CI/DI pipeline	BI01010001010000000000000515BI0100001324	11	Per Job
25	25	450 mm CI/DI pipeline	BI01010001010000000000000515BI0100001325	10	Per Job
26	26	P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.	BI01010001010000000000000515BI0100001326
27	27	15 mm dia nominal bore ''B' Class	BI01010001010000000000000515BI0100001327	600	Per Mtr
28	28	Making connection of G.I. distribution branch with G.I. main including all fitting.	BI01010001010000000000000515BI0100001328
29	29	Beyond 25mm & upto 100mm dia	BI01010001010000000000000515BI0100001329	300	Each
30	30	P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:	BI01010001010000000000000515BI0100001330
31	31	Brass 400 grm,15mm nominal bore.	BI01010001010000000000000515BI0100001331	50	Each
32	32	Providing and fixing ferrule ISI mark of standard size 1/4 \" made of Gun metal for 1/2 \" water connection	BI01010001010000000000000515BI0100001332	200	Each
33	33	Providing and fixing 3-layer PP-R (Polypropylene random coplymer) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain and brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer-in charge.	BI01010001010000000000000515BI0100001333
34	34	EXTERNAL WORKS	BI01010001010000000000000515BI0100001334
35	35	PN-16 pipe ,16 mm OD	BI01010001010000000000000515BI0100001335	3000	RMT
36	36	Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :	BI01010001010000000000000515BI0100001336
37	37	15mm dia nominal bore	BI01010001010000000000000515BI0100001337	300	Each
38	38	Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr.	BI01010001010000000000000515BI0100001338
39	39	All kinds of Soil.	BI01010001010000000000000515BI0100001339	2900	P.Cum
40	40	Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Mtr. including stacking of useful material if available	BI01010001010000000000000515BI0100001340
41	41	Ordinary Rock	BI01010001010000000000000515BI0100001341	900	P.Cum
42	42	Hard Rock ( Blasting Prohibited ) useful material 30%	BI01010001010000000000000515BI0100001342	500	P.Cum
43	43	Dismentling of flexible pavementand disposal of dismantled materials upto a lead of 1000 meters ,stacking serviceable and unserviceable materials separately as per MoRTH specification clause :202	BI01010001010000000000000515BI0100001343
44	44	By Mechanical Means	BI01010001010000000000000515BI0100001344
45	45	Bituminuous Courses	BI01010001010000000000000515BI0100001445	500	P.Cum
46	46	Granular Courses	BI01010001010000000000000515BI0100001446	1900	P.Cum
47	47	Demolishing Cement Concrete manually /by mechanical means including disposal of material within 50 Mtr lead as per direction of engineer- in -charge :	BI01010001010000000000000515BI0100001447
48	48	1 : 3 : 6 or richer mix	BI01010001010000000000000515BI0100001448	5	P.Cum
49	49	1 : 4 : 8 or leaner mix	BI01010001010000000000000515BI0100001449	5	P.Cum
50	50	Road work
51	51	Earth work in excavation including stacking /disposal of surplus earth with all lift and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification clause 301 to 305)
52	52	In hard soil mixed with Kankar ,boulders etc upto 20%
53	53	mechanically using bull dozer, F.E. Loader and carriage upto 1 km by tipper /dumper	BI01010001010000000000000515BI0100001450	2640	P.Cum
54	54	providing and laying granulae sub-base material having P.I. not more than 6,including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery including T&P and all lead of material from quarry (compacted thickness to be measured ).
55	55	Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 20
56	56	To achieve 100% Proctor density	BI01010001010000000000000515BI0100001451	880	P.Cum
57	57	Providing,laying,spreading and compacting crushed graded stone aggregating of as per table 400-10 and 400-11 to wet mix macadam specification including premixing the material with water to OMC in mechanical mixer as per approved design mix, layer with motor grader /F.E. loader /paver finisher in sub base /base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting ,guarding barricading and maintance of diversion etc.(MoRTH specification : Clause 406) by mechanical means with all lead	BI01010001010000000000000515BI0100001452	1100	P.Cum
58	58	Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS : 8887 & manufacturer's specification @6 Kg/10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly as specified rates and temperatures including cleaning of road surface as per MoRTH specification clause 502,112	BI01010001010000000000000515BI0100001453	4070	P.Sqm
59	59	Providing and applying tack coat with bitumen VG -10 on the prepared surface including cleaning as per IS : 8887 & manufacturer' specifications @ 3 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly as specified rates and temperatures including cleaning of road surface as per MoRTH specification clause 503,112
60	60	Ist coat , [email protected] kg/10sqm	BI01010001010000000000000515BI0100001454	4070	P.Sqm
61	61	IInd coat , [email protected] kg/10sqm	BI01010001010000000000000515BI0100001350	4070	P.Sqm
62	62	Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-4 ,for base/ binder course including of aggregate with F.E. (including cost of antistripping compound wherever required) in hot mix plant , transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade ,rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula by the department) excluding cost of primer /tack coat (MoRTH specification : clause 504,112)with 3.30%bitumen with all lead
63	63	with bitumen grade VG10	BI01010001010000000000000515BI0100001351	330	P.Cum
64	64	Providing ,laying & consolidation semi dense bituminous concrete as per design mix on prepared surface with specified graded crushed aggregate (as per table 500-15) ,for wearing course including loading aggregate with F.E. loader ,heating aggrigate and binder in Hot mix plant 40-60 TPH (including cost of anti-stripping compound wherever required) ,and transporting the mixed material in tipper and laying with paver finisher with sensor to the required level and grade ,rolling with vibratory compactor or 150 to 250 KN pneumatic tyred roller with TP = 0.70MPa and power roller to achieve the desired density (as per approved job mix) ,but excluding primer /tack (MoRTH specification clause 508,112) with all lead
65	65	25 to 30 mm comp[acted thickness using 5% binder, grading- 2 with lead of mix material 1Km
66	66	with straight run bitumen VG 10	BI01010001010000000000000515BI0100001129	110	P.Cum

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Work Of Providing, Laying, Jointing And Commissioning Of Transmission Main From Martindal Bridge To Ps8 Head Works, Including Various Distribution Pipelines With Shifting Of Existing Water Connections In New Laid Distribution Pipelines Along With Pipe Fit, Ajmer-Rajasthan

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Name of Work: WORK OF PROVIDING, LAYING, JOINTING AND COMMISSIONING OF TRANSMISSION MAIN FROM MARTINDAL BRIDGE TO PS8 HEAD WORKS, INCLUDING VARIOUS DISTRIBUTION PIPELINES WITH SHIFTING OF EXISTING WATER CONNECTIONS IN NEW LAID DISTRIBUTION PIPELINES ALONG WITH PIPE FITTINGS ,MANUFACTURING, SUPPLYING, LOWERING, LAYING AND JOINTING IN POSITION OF FABRICATED MS PIPE WITH ON SITE MS FABICATION WORKS, SUPPLY, INSTALLATION AND COMMISSIONING OF MECHANICAL EQUIPMENTS, ALONGWITH O&M FOR 5 YEARS AFTER DEFECT LIABILITY PERIOD OF ONE YEAR
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001012
2	2	100 mm	BI01010001010000000000000515BI0100001113	18	RMT
3	3	150 mm	BI01010001010000000000000515BI0100001114	1400	RMT
4	4	200 mm	BI01010001010000000000000515BI0100001115	38.5	RMT
5	5	250 mm	BI01010001010000000000000515BI0100001116	340	RMT
6	6	450 mm	BI01010001010000000000000515BI0100001117	150	RMT
7	7	600 mm	BI01010001010000000000000515BI0100001118	1845	RMT
8	8	De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compection and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work)	BI01010001010000000000000515BI0100001215
9	9	250 mm	BI01010001010000000000000515BI0100001119	300	RMT
10	10	450 mm	BI01010001010000000000000515BI0100001120	100	RMT
11	11	Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001315
12	12	Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	BI01010001010000000000000515BI0100001112
13	13	Dis of pipe 450mm (ID) 8mm thick	BI01010001010000000000000515BI0100001121	20	RMT
14	14	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001316
15	15	MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet)	BI01010001010000000000000515BI0100001122	4400	P Kg
16	16	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.	BI01010001010000000000000515BI0100001123	2	Each
17	17	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.\n(Category \"A\" Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG)\nManually operated (PN 1.6 class)	BI01010001010000000000000515BI0100001317
18	18	600 mm(1s+1w)	BI01010001010000000000000515BI0100001318	2	Nos
19	19	150 mm(2w)	BI01010001010000000000000515BI0100001319	2	Nos
20	20	Work of Inter Connection in DI/CI/HDPE pipe line including dismentalling of BT road/CC road/ excavation of soil, cutting of existing pipe line of Tee (complete) and other specials excluding sluice valve, dewatering, transportation from JE store and providing adequate safety of site & testing for water proof inter conncetion using his own T&P labour & dewaterting pump etc. required to complete the job(Material such as Tee/Tee Clamp/rubber sheet/CID joints required for inter connection shall be provided by the dept. free of cost.)	BI01010001010000000000000515BI0100001320
21	21	Demolishing bitumin road	BI01010001010000000000000515BI0100001321
22	22	80 mm to 100 mm CI/DI pipeline	BI01010001010000000000000515BI0100001322	10	Per Job
23	23	125 mm to 150 mm CI/DI pipeline	BI01010001010000000000000515BI0100001323	10	Per Job
24	24	200 mm to 250 mm CI/DI pipeline	BI01010001010000000000000515BI0100001324	11	Per Job
25	25	450 mm CI/DI pipeline	BI01010001010000000000000515BI0100001325	10	Per Job
26	26	P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.	BI01010001010000000000000515BI0100001326
27	27	15 mm dia nominal bore ''B' Class	BI01010001010000000000000515BI0100001327	600	Per Mtr
28	28	Making connection of G.I. distribution branch with G.I. main including all fitting.	BI01010001010000000000000515BI0100001328
29	29	Beyond 25mm & upto 100mm dia	BI01010001010000000000000515BI0100001329	300	Each
30	30	P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:	BI01010001010000000000000515BI0100001330
31	31	Brass 400 grm,15mm nominal bore.	BI01010001010000000000000515BI0100001331	50	Each
32	32	Providing and fixing ferrule ISI mark of standard size 1/4 \" made of Gun metal for 1/2 \" water connection	BI01010001010000000000000515BI0100001332	200	Each
33	33	Providing and fixing 3-layer PP-R (Polypropylene random coplymer) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain and brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer-in charge.	BI01010001010000000000000515BI0100001333
34	34	EXTERNAL WORKS	BI01010001010000000000000515BI0100001334
35	35	PN-16 pipe ,16 mm OD	BI01010001010000000000000515BI0100001335	3000	RMT
36	36	Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :	BI01010001010000000000000515BI0100001336
37	37	15mm dia nominal bore	BI01010001010000000000000515BI0100001337	300	Each
38	38	Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr.	BI01010001010000000000000515BI0100001338
39	39	All kinds of Soil.	BI01010001010000000000000515BI0100001339	2900	P.Cum
40	40	Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Mtr. including stacking of useful material if available	BI01010001010000000000000515BI0100001340
41	41	Ordinary Rock	BI01010001010000000000000515BI0100001341	900	P.Cum
42	42	Hard Rock ( Blasting Prohibited ) useful material 30%	BI01010001010000000000000515BI0100001342	500	P.Cum
43	43	Dismentling of flexible pavementand disposal of dismantled materials upto a lead of 1000 meters ,stacking serviceable and unserviceable materials separately as per MoRTH specification clause :202	BI01010001010000000000000515BI0100001343
44	44	By Mechanical Means	BI01010001010000000000000515BI0100001344
45	45	Bituminuous Courses	BI01010001010000000000000515BI0100001445	500	P.Cum
46	46	Granular Courses	BI01010001010000000000000515BI0100001446	1900	P.Cum
47	47	Demolishing Cement Concrete manually /by mechanical means including disposal of material within 50 Mtr lead as per direction of engineer- in -charge :	BI01010001010000000000000515BI0100001447
48	48	1 : 3 : 6 or richer mix	BI01010001010000000000000515BI0100001448	5	P.Cum
49	49	1 : 4 : 8 or leaner mix	BI01010001010000000000000515BI0100001449	5	P.Cum
50	50	Road work
51	51	Earth work in excavation including stacking /disposal of surplus earth with all lift and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification clause 301 to 305)
52	52	In hard soil mixed with Kankar ,boulders etc upto 20%
53	53	mechanically using bull dozer, F.E. Loader and carriage upto 1 km by tipper /dumper	BI01010001010000000000000515BI0100001450	2640	P.Cum
54	54	providing and laying granulae sub-base material having P.I. not more than 6,including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery including T&P and all lead of material from quarry (compacted thickness to be measured ).
55	55	Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 20
56	56	To achieve 100% Proctor density	BI01010001010000000000000515BI0100001451	880	P.Cum
57	57	Providing,laying,spreading and compacting crushed graded stone aggregating of as per table 400-10 and 400-11 to wet mix macadam specification including premixing the material with water to OMC in mechanical mixer as per approved design mix, layer with motor grader /F.E. loader /paver finisher in sub base /base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting ,guarding barricading and maintance of diversion etc.(MoRTH specification : Clause 406) by mechanical means with all lead	BI01010001010000000000000515BI0100001452	1100	P.Cum
58	58	Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS : 8887 & manufacturer's specification @6 Kg/10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly as specified rates and temperatures including cleaning of road surface as per MoRTH specification clause 502,112	BI01010001010000000000000515BI0100001453	4070	P.Sqm
59	59	Providing and applying tack coat with bitumen VG -10 on the prepared surface including cleaning as per IS : 8887 & manufacturer' specifications @ 3 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly as specified rates and temperatures including cleaning of road surface as per MoRTH specification clause 503,112
60	60	Ist coat , [email protected] kg/10sqm	BI01010001010000000000000515BI0100001454	4070	P.Sqm
61	61	IInd coat , [email protected] kg/10sqm	BI01010001010000000000000515BI0100001350	4070	P.Sqm
62	62	Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-4 ,for base/ binder course including of aggregate with F.E. (including cost of antistripping compound wherever required) in hot mix plant , transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade ,rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula by the department) excluding cost of primer /tack coat (MoRTH specification : clause 504,112)with 3.30%bitumen with all lead
63	63	with bitumen grade VG10	BI01010001010000000000000515BI0100001351	330	P.Cum
64	64	Providing ,laying & consolidation semi dense bituminous concrete as per design mix on prepared surface with specified graded crushed aggregate (as per table 500-15) ,for wearing course including loading aggregate with F.E. loader ,heating aggrigate and binder in Hot mix plant 40-60 TPH (including cost of anti-stripping compound wherever required) ,and transporting the mixed material in tipper and laying with paver finisher with sensor to the required level and grade ,rolling with vibratory compactor or 150 to 250 KN pneumatic tyred roller with TP = 0.70MPa and power roller to achieve the desired density (as per approved job mix) ,but excluding primer /tack (MoRTH specification clause 508,112) with all lead
65	65	25 to 30 mm comp[acted thickness using 5% binder, grading- 2 with lead of mix material 1Km
66	66	with straight run bitumen VG 10	BI01010001010000000000000515BI0100001129	110	P.Cum

Work Of Providing, Laying, Jointing And Commissioning Of Transmission Main From Martindal Bridge To Ps8 Head Works, Including Various Distribution Pipelines With Shifting Of Existing Water Connections In New Laid Distribution Pipelines Along With Pipe Fit, Ajmer-Rajasthan

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