Constructing To Under Ground Gutter At Harijan Wasti Gaikwad Kambale Wati , Shinde Wasti Badalkot Near Singala Road , Padastal Chavan Wasti , Singala Nagar At Village Sangavi Badalkot Tal Pandharpur, V.P. At Sangavi Badalkot-Maharashtra

TDR : 21474216

Tender Notice
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V.P. At Sangavi Badalkot , Maharashtra

Tender Brief : Constructing To Under Ground Gutter At Harijan Wasti Gaikwad Kambale Wati , Shinde Wasti Badalkot Near Singala Road , Padastal Chavan Wasti , Singala Nagar At Village Sangavi Badalkot Tal Pandharpur

Document Fees
₹ 200 /-

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Tender Value
₹ 13.99 Lakhs /-

Submission Date
26-08-2019

Competition Type
Indian

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Name of Work:Constructing To Under Ground Gutter @ Harijan Wasti Gaikwad Kambale Wati,Shinde Wasti Badalkot Near Singala Road,Padastal Chavan wasti,Singala Nagar At Village Sangavi Badalkot Tal Pandharpur
1	1	Harijan Wasti Gaikawad Kambale Wasti :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001113	33.44	Cum
2	2	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001114	50.16	Cum
3	3	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001115	66.88	Cum
4	4	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001116	23.28	Cum
5	5	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001117	84	Rmt
6	6	Class NP -II 150 mm	BI01010001010000000000000515BI0100001118	110	Rmt
7	7	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001119	84	Rmt
8	8	Class NP -II 150 mm	BI01010001010000000000000515BI0100001120	110	Rmt
9	9	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001121	114.457	Cum
10	10	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001122	12	Nos
11	11	Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction,curing, etc.complete. (Cement 5.90 bags / cum)	BI01010001010000000000000515BI0100001123	1.44	Cum
12	12	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001124	55	Rmt
13	13	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001125	0.084	km
14	14	Class NP -II 150 mm	BI01010001010000000000000515BI0100001126	0.11	km
15	15	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001127	1	Nos
16	16	GST	BI01010001010000000000000515BI0100001128	1	Nos
17	17	Shinde Wasti badalkot Near Shingala Road :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001129	35.6	Cum
18	18	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001130	35.6	Cum
19	19	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001131	86	Cum
20	20	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001132	24	Cum
21	21	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001133	88	Rmt
22	22	Class NP -II 150 mm	BI01010001010000000000000515BI0100001134	112	Rmt
23	23	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001135	88	Rmt
24	24	Class NP -II 150 mm	BI01010001010000000000000515BI0100001136	112	Rmt
25	25	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001137	118.022	Cum
26	26	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001138	12	Nos
27	27	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001140	47	Rmt
28	28	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001141	0.088	km
29	29	Class NP -II 150 mm	BI01010001010000000000000515BI0100001142	0.112	km
30	30	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001143	1	Nos
31	31	GST	BI01010001010000000000000515BI0100001144	1	Nos
32	32	Padastal Chavan Wasti :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001145	37.6	Cum
33	33	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001146	28.2	Cum
34	34	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001147	18.8	Cum
35	35	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001148	13.2	Cum
36	36	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001149	34	Rmt
37	37	Class NP -II 150 mm	BI01010001010000000000000515BI0100001150	76	Rmt
38	38	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001151	34	Rmt
39	39	Class NP -II 150 mm	BI01010001010000000000000515BI0100001152	76	Rmt
40	40	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001153	64.658	Cum
41	41	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001154	6	Nos
42	42	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001155	32	Rmt
43	43	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001156	0.034	km
44	44	Class NP -II 150 mm	BI01010001010000000000000515BI0100001157	0.076	km
45	45	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001158	1	Nos
46	46	GST	BI01010001010000000000000515BI0100001159	1	Nos
47	47	Singala Nagar :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001160	70.08	Cum
48	48	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001161	52.56	Cum
49	49	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001162	35.04	Cum
50	50	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001163	24.48	Cum
51	51	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001164	80	Rmt
52	52	Class NP -II 150 mm	BI01010001010000000000000515BI0100001165	124	Rmt
53	53	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001166	80	Rmt
54	54	Class NP -II 150 mm	BI01010001010000000000000515BI0100001167	124	Rmt
55	55	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001168	120.21	Cum
56	56	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001169	13	Nos
57	57	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001170	44	Rmt
58	58	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001171	0.08	km
59	59	Class NP -II 150 mm	BI01010001010000000000000515BI0100001172	0.124	km
60	60	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001173	1	Nos
61	61	GST	BI01010001010000000000000515BI0100001174	1	Nos

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Constructing To Under Ground Gutter At Harijan Wasti Gaikwad Kambale Wati , Shinde Wasti Badalkot Near Singala Road , Padastal Chavan Wasti , Singala Nagar At Village Sangavi Badalkot Tal Pandharpur, V.P. At Sangavi Badalkot-Maharashtra

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Name of Work:Constructing To Under Ground Gutter @ Harijan Wasti Gaikwad Kambale Wati,Shinde Wasti Badalkot Near Singala Road,Padastal Chavan wasti,Singala Nagar At Village Sangavi Badalkot Tal Pandharpur
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Harijan Wasti Gaikawad Kambale Wasti :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001113	33.44	Cum
2	2	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001114	50.16	Cum
3	3	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001115	66.88	Cum
4	4	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001116	23.28	Cum
5	5	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001117	84	Rmt
6	6	Class NP -II 150 mm	BI01010001010000000000000515BI0100001118	110	Rmt
7	7	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001119	84	Rmt
8	8	Class NP -II 150 mm	BI01010001010000000000000515BI0100001120	110	Rmt
9	9	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001121	114.457	Cum
10	10	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001122	12	Nos
11	11	Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction,curing, etc.complete. (Cement 5.90 bags / cum)	BI01010001010000000000000515BI0100001123	1.44	Cum
12	12	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001124	55	Rmt
13	13	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001125	0.084	km
14	14	Class NP -II 150 mm	BI01010001010000000000000515BI0100001126	0.11	km
15	15	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001127	1	Nos
16	16	GST	BI01010001010000000000000515BI0100001128	1	Nos
17	17	Shinde Wasti badalkot Near Shingala Road :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001129	35.6	Cum
18	18	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001130	35.6	Cum
19	19	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001131	86	Cum
20	20	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001132	24	Cum
21	21	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001133	88	Rmt
22	22	Class NP -II 150 mm	BI01010001010000000000000515BI0100001134	112	Rmt
23	23	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001135	88	Rmt
24	24	Class NP -II 150 mm	BI01010001010000000000000515BI0100001136	112	Rmt
25	25	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001137	118.022	Cum
26	26	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001138	12	Nos
27	27	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001140	47	Rmt
28	28	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001141	0.088	km
29	29	Class NP -II 150 mm	BI01010001010000000000000515BI0100001142	0.112	km
30	30	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001143	1	Nos
31	31	GST	BI01010001010000000000000515BI0100001144	1	Nos
32	32	Padastal Chavan Wasti :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001145	37.6	Cum
33	33	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001146	28.2	Cum
34	34	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001147	18.8	Cum
35	35	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001148	13.2	Cum
36	36	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001149	34	Rmt
37	37	Class NP -II 150 mm	BI01010001010000000000000515BI0100001150	76	Rmt
38	38	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001151	34	Rmt
39	39	Class NP -II 150 mm	BI01010001010000000000000515BI0100001152	76	Rmt
40	40	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001153	64.658	Cum
41	41	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001154	6	Nos
42	42	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001155	32	Rmt
43	43	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001156	0.034	km
44	44	Class NP -II 150 mm	BI01010001010000000000000515BI0100001157	0.076	km
45	45	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001158	1	Nos
46	46	GST	BI01010001010000000000000515BI0100001159	1	Nos
47	47	Singala Nagar :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below,stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete	BI01010001010000000000000515BI0100001160	70.08	Cum
48	48	Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below,stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.	BI01010001010000000000000515BI0100001161	52.56	Cum
49	49	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.	BI01010001010000000000000515BI0100001162	35.04	Cum
50	50	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc.complete.	BI01010001010000000000000515BI0100001163	24.48	Cum
51	51	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges,transport to departmental stores / site, unlo ading and stacking, etc. complete. Class NP -II 200 mm	BI01010001010000000000000515BI0100001164	80	Rmt
52	52	Class NP -II 150 mm	BI01010001010000000000000515BI0100001165	124	Rmt
53	53	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C.collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. Class NP -II 200 mm	BI01010001010000000000000515BI0100001166	80	Rmt
54	54	Class NP -II 150 mm	BI01010001010000000000000515BI0100001167	124	Rmt
55	55	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging,etc. complete	BI01010001010000000000000515BI0100001168	120.21	Cum
56	56	Providing and constructing on sewer, B.B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin- charge. Depth Up To 1 M	BI01010001010000000000000515BI0100001169	13	Nos
57	57	Providing,layingandfixingP.V.C.pipeof75mmdia.withfittingssuchasbends,tees,reducers,clamps,etc.includingnecessaryexcavation,trenchfillingetc.complete.IncludingremovingexistingpipelineifnecessaryandconveyingandstackingthesameinPWDchowkyorasdirected etc. complete.	BI01010001010000000000000515BI0100001170	44	Rmt
58	58	Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. Class NP -II 200 mm	BI01010001010000000000000515BI0100001171	0.08	km
59	59	Class NP -II 150 mm	BI01010001010000000000000515BI0100001172	0.124	km
60	60	Fixing in positionRoad Junction/Informatory Sign Boarding round withC.C.1:4:8block of 60cmx60cmx75cm size including all leads complete.	BI01010001010000000000000515BI0100001173	1	Nos
61	61	GST	BI01010001010000000000000515BI0100001174	1	Nos

Constructing To Under Ground Gutter At Harijan Wasti Gaikwad Kambale Wati , Shinde Wasti Badalkot Near Singala Road , Padastal Chavan Wasti , Singala Nagar At Village Sangavi Badalkot Tal Pandharpur, V.P. At Sangavi Badalkot-Maharashtra

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