Construction Of Slab Drain In Ch - 1/000 On Varangaon Factory Varangaon Kharak Maruti Manpur Road , Vr-21 Tal . - Bhusawal , Dist-Jalgaon . Construction Of Slab Drain, Executive Engineer Works Division Z.P. Jalgaon-Maharashtra

TDR : 21657220

Tender Notice
BOQ

Expired

Executive Engineer Works Division Z.P. Jalgaon , Maharashtra

Tender Brief : Construction Of Slab Drain In Ch - 1/000 On Varangaon Factory Varangaon Kharak Maruti Manpur Road , Vr-21 Tal . - Bhusawal , Dist-Jalgaon . Construction Of Slab Drain

Document Fees
₹ 1500 /-

EMD
₹ 15000.0 /-

Tender Value
₹ 14.86 Lakhs /-

Submission Date
10-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction Of Slab Drain in Ch - 1/000 on Varangaon Factory Varangaon Kharak Maruti Manpur road, VR-21 Tal.- Bhusawal, Dist-Jalgaon.
1	1	Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001113	19.47	CMt.
2	2	Excavation for foundation in hard murum & boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001114	19.47	CMt.
3	3	Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001115	19.47	CMt.
4	4	Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001116	38.94	CMt.
5	5	Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)	BI01010001010000000000000515BI0100001117	5	Hour
6	6	Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners \n(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) \ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. \niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.	BI01010001010000000000000515BI0100001118	91.18	CMt.
7	7	Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) \nWith reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001119	2.9	CMt.
8	8	Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001120	2.28	CMt.
9	9	Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) \ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate. \niii) Height 7.50 to 10 m, 7.50 percent extra. \niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.	BI01010001010000000000000515BI0100001121	13.42	CMt.
10	10	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.	BI01010001010000000000000515BI0100001122	1.617	MTn.
11	11	Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001123	2.2	CMt.
12	12	Providing tar paper bearing including laying in proper position etc. complete.	BI01010001010000000000000515BI0100001124	5.81	SMt.
13	13	Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.	BI01010001010000000000000515BI0100001125	13.17	SMt.
14	14	Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)	BI01010001010000000000000515BI0100001126	2.14	CMt.
15	15	Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.	BI01010001010000000000000515BI0100001127	31.5	SMt.
16	16	Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.	BI01010001010000000000000515BI0100001128	40.8	RMt.
17	17	Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.	BI01010001010000000000000515BI0100001129	4	Nos.
18	18	Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.	BI01010001010000000000000515BI0100001130	11.2	RMt.
19	19	Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in block of____ standard size with white washing etc.complete	BI01010001010000000000000515BI0100001131	12	Nos.
20	20	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001132	37.58	CMt.
21	21	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001133	50.51	CMt.
22	22	Testing Charges for Construction material used for Govt. Work for the year 2015-2016. Effecive from 1/08/2015 and valid upto 31/07/2016. Crushing Value / Water Absorption Efforences A) Sand - iness modulus, silt content	BI01010001010000000000000515BI0100001134	1	Nos.
23	23	B) Cement - Fineness Consistency, seting time, compressive strength, Specific geavity	BI01010001010000000000000515BI0100001135	1	Nos.
24	24	C) Conc. Cube compressive strength	BI01010001010000000000000515BI0100001136	4	Nos.
25	25	Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.\n(Material obtained from departmental Land)	BI01010001010000000000000515BI0100001137	214.32	CMt.
26	26	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)	BI01010001010000000000000515BI0100001138	24.53	CMt.
27	27	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)	BI01010001010000000000000515BI0100001139	15.15	CMt.
28	28	Supplying hard murum/ kankar at the road site, including conveying and stacking complete.	BI01010001010000000000000515BI0100001140	105.13	CMt.
29	29	Spreading hard murum/ soft murrum/ gravel or kankar for side width complete	BI01010001010000000000000515BI0100001141	105.13	CMt.
30	30	Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.	BI01010001010000000000000515BI0100001142	552	SMt.
31	31	Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001143	151.5	SMt.
32	32	Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001144	151.5	SMt.
33	33	Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001145	151.5	SMt.
34	34	Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001146	151.5	SMt.
35	35	Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads, etc. in District and outside dist. at any distances. ii) a set of same three copies of 4\" X 6\" Size	BI01010001010000000000000515BI0100001147	1	set
36	36	Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge MORTH 801	BI01010001010000000000000515BI0100001148	1	Nos.
37	37	GST 12%	BI01010001010000000000000515BI0100001149	1	Rs
38	38	Insurance 1%	BI01010001010000000000000515BI0100001150	1	Rs
39	39	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001151	165.85	CMt.
40	40	Testing Charges for Construction material used for Govt. Work for the year 2015-2016. Effecive from 1/08/2015 and valid upto 31/07/2016. Compressive Strength of C C Cube A) Gradation	BI01010001010000000000000515BI0100001152	1	Nos.
41	41	B) Extraction-VG-30	BI01010001010000000000000515BI0100001153	1	Nos.
42	42	C) Penetration, Softening point flash & Fire point, Specific gravety	BI01010001010000000000000515BI0100001154	1	Nos.
43	43	D) Impact value, crushing value, water absorption, specific gravety	BI01010001010000000000000515BI0100001155	1	Nos.
44	44	E) HM-PL & LL test	BI01010001010000000000000515BI0100001156	1	Nos.

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Construction Of Slab Drain In Ch - 1/000 On Varangaon Factory Varangaon Kharak Maruti Manpur Road , Vr-21 Tal . - Bhusawal , Dist-Jalgaon . Construction Of Slab Drain, Executive Engineer Works Division Z.P. Jalgaon-Maharashtra

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Name of Work: Construction Of Slab Drain in Ch - 1/000 on Varangaon Factory Varangaon Kharak Maruti Manpur road, VR-21 Tal.- Bhusawal, Dist-Jalgaon.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001113	19.47	CMt.
2	2	Excavation for foundation in hard murum & boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001114	19.47	CMt.
3	3	Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001115	19.47	CMt.
4	4	Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.	BI01010001010000000000000515BI0100001116	38.94	CMt.
5	5	Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)	BI01010001010000000000000515BI0100001117	5	Hour
6	6	Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners \n(a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) \ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. \niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.	BI01010001010000000000000515BI0100001118	91.18	CMt.
7	7	Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) \nWith reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001119	2.9	CMt.
8	8	Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001120	2.28	CMt.
9	9	Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) \ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate. \niii) Height 7.50 to 10 m, 7.50 percent extra. \niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.	BI01010001010000000000000515BI0100001121	13.42	CMt.
10	10	Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.	BI01010001010000000000000515BI0100001122	1.617	MTn.
11	11	Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )	BI01010001010000000000000515BI0100001123	2.2	CMt.
12	12	Providing tar paper bearing including laying in proper position etc. complete.	BI01010001010000000000000515BI0100001124	5.81	SMt.
13	13	Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.	BI01010001010000000000000515BI0100001125	13.17	SMt.
14	14	Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)	BI01010001010000000000000515BI0100001126	2.14	CMt.
15	15	Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.	BI01010001010000000000000515BI0100001127	31.5	SMt.
16	16	Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.	BI01010001010000000000000515BI0100001128	40.8	RMt.
17	17	Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.	BI01010001010000000000000515BI0100001129	4	Nos.
18	18	Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.	BI01010001010000000000000515BI0100001130	11.2	RMt.
19	19	Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in block of____ standard size with white washing etc.complete	BI01010001010000000000000515BI0100001131	12	Nos.
20	20	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001132	37.58	CMt.
21	21	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001133	50.51	CMt.
22	22	Testing Charges for Construction material used for Govt. Work for the year 2015-2016. Effecive from 1/08/2015 and valid upto 31/07/2016. Crushing Value / Water Absorption Efforences A) Sand - iness modulus, silt content	BI01010001010000000000000515BI0100001134	1	Nos.
23	23	B) Cement - Fineness Consistency, seting time, compressive strength, Specific geavity	BI01010001010000000000000515BI0100001135	1	Nos.
24	24	C) Conc. Cube compressive strength	BI01010001010000000000000515BI0100001136	4	Nos.
25	25	Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.\n(Material obtained from departmental Land)	BI01010001010000000000000515BI0100001137	214.32	CMt.
26	26	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)	BI01010001010000000000000515BI0100001138	24.53	CMt.
27	27	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)	BI01010001010000000000000515BI0100001139	15.15	CMt.
28	28	Supplying hard murum/ kankar at the road site, including conveying and stacking complete.	BI01010001010000000000000515BI0100001140	105.13	CMt.
29	29	Spreading hard murum/ soft murrum/ gravel or kankar for side width complete	BI01010001010000000000000515BI0100001141	105.13	CMt.
30	30	Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.	BI01010001010000000000000515BI0100001142	552	SMt.
31	31	Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001143	151.5	SMt.
32	32	Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001144	151.5	SMt.
33	33	Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001145	151.5	SMt.
34	34	Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)	BI01010001010000000000000515BI0100001146	151.5	SMt.
35	35	Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads, etc. in District and outside dist. at any distances. ii) a set of same three copies of 4\" X 6\" Size	BI01010001010000000000000515BI0100001147	1	set
36	36	Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge MORTH 801	BI01010001010000000000000515BI0100001148	1	Nos.
37	37	GST 12%	BI01010001010000000000000515BI0100001149	1	Rs
38	38	Insurance 1%	BI01010001010000000000000515BI0100001150	1	Rs
39	39	Royalty Charges on Natural Materials Such as Rubble Metal Murum etc as per circuler of The Collector Jalgaon vide letter No- GAUNKH./E-KAVI/2018/8/26/182 Dated 08/02/2018	BI01010001010000000000000515BI0100001151	165.85	CMt.
40	40	Testing Charges for Construction material used for Govt. Work for the year 2015-2016. Effecive from 1/08/2015 and valid upto 31/07/2016. Compressive Strength of C C Cube A) Gradation	BI01010001010000000000000515BI0100001152	1	Nos.
41	41	B) Extraction-VG-30	BI01010001010000000000000515BI0100001153	1	Nos.
42	42	C) Penetration, Softening point flash & Fire point, Specific gravety	BI01010001010000000000000515BI0100001154	1	Nos.
43	43	D) Impact value, crushing value, water absorption, specific gravety	BI01010001010000000000000515BI0100001155	1	Nos.
44	44	E) HM-PL & LL test	BI01010001010000000000000515BI0100001156	1	Nos.

Construction Of Slab Drain In Ch - 1/000 On Varangaon Factory Varangaon Kharak Maruti Manpur Road , Vr-21 Tal . - Bhusawal , Dist-Jalgaon . Construction Of Slab Drain, Executive Engineer Works Division Z.P. Jalgaon-Maharashtra

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