Construction Of Various Roads Under Dmft Roads Under Distt . Rajsamand Package No . Dmft-Iv/Bhim/2020-21/18, Bhim-Rajasthan

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Bhim , Rajasthan

Tender Brief : Construction Of Various Roads Under Dmft Roads Under Distt . Rajsamand Package No . Dmft-Iv/Bhim/2020-21/18

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28-06-2021

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Name of Work: Construction of various Roads under DMFT Roads Under Distt. Rajsamand Package No. DMFT-IV/Bhim/2020-21/18
1	1	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of light jungle	BI01010001010000000000000515BI0100001113
2	2	Kunwariya to Deopura	BI01010001010000000000000515BI0100001114	3.6	P.Hect.
3	3	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001115	1.2	P.Hect.
4	4	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)	BI01010001010000000000000515BI0100001116
5	5	Kunwariya to Deopura	BI01010001010000000000000515BI0100001117	3980.35	P.Cum.
6	6	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001118	1658.48	P.Cum.
7	7	Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	BI01010001010000000000000515BI0100001119
8	8	Kunwariya to Deopura	BI01010001010000000000000515BI0100001120	3980.35	P.Cum
9	9	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001121	829.24	P.Cum
10	10	Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )	BI01010001010000000000000515BI0100001122
11	11	Kunwariya to Deopura	BI01010001010000000000000515BI0100001123	5307.14	P.Cum
12	12	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001124	829.24	P.Cum
13	13	Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)	BI01010001010000000000000515BI0100001125
14	14	Kunwariya to Deopura	BI01010001010000000000000515BI0100001126	10710	P.Cum
15	15	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001127	3077.5	P.Cum
16	16	Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)	BI01010001010000000000000515BI0100001128
17	17	Kunwariya to Deopura	BI01010001010000000000000515BI0100001129	4137.94	P.Cum
18	18	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001130	1166.03	P.Cum
19	19	Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator / by mechanical means at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material	BI01010001010000000000000515BI0100001131
20	20	Kunwariya to Deopura	BI01010001010000000000000515BI0100001132	3375	P.Cum
21	21	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001133	1125.01	P.Cum
22	22	Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)	BI01010001010000000000000515BI0100001134
23	23	Kunwariya to Deopura	BI01010001010000000000000515BI0100001135	3178.13	P.Cum
24	24	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001136	1082.82	P.Cum
25	25	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)	BI01010001010000000000000515BI0100001137
26	26	Kunwariya to Deopura	BI01010001010000000000000515BI0100001138	6750	P.Cum
27	27	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001139	2250	P.Cum
28	28	Primer coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 ( Low Porosity )	BI01010001010000000000000515BI0100001140
29	29	Kunwariya to Deopura	BI01010001010000000000000515BI0100001141	19875	P.Sqm
30	30	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001142	6937.5	P.Sqm
31	31	Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503	BI01010001010000000000000515BI0100001143
32	32	Kunwariya to Deopura	BI01010001010000000000000515BI0100001144	19875	P.Sqm
33	33	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001145	6937.5	P.Sqm
34	34	Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum / Sqm either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .	BI01010001010000000000000515BI0100001146
35	35	Kunwariya to Deopura	BI01010001010000000000000515BI0100001147	19875	P.Sqm
36	36	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001148	6937.5	P.Sqm
37	37	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30	BI01010001010000000000000515BI0100001149
38	38	Kunwariya to Deopura	BI01010001010000000000000515BI0100001150	19875	P.Sqm
39	39	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001151	6937.5	P.Sqm
40	40	Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)	BI01010001010000000000000515BI0100001152
41	41	Ordinary Kilometer stone (Precast)	BI01010001010000000000000515BI0100001153
42	42	Kunwariya to Deopura	BI01010001010000000000000515BI0100001154	7	Nos.
43	43	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001155	3	Nos.
44	44	Hectometer stone (Precast)	BI01010001010000000000000515BI0100001156
45	45	Kunwariya to Deopura	BI01010001010000000000000515BI0100001157	24	Nos.
46	46	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001158	8	Nos.
47	47	Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle	BI01010001010000000000000515BI0100001159
48	48	Kunwariya to Deopura	BI01010001010000000000000515BI0100001160	19	Nos.
49	49	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001161	17	Nos.
50	50	Direction and Place Identification signs upto 0.9 Sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 Sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)	BI01010001010000000000000515BI0100001162
51	51	Kunwariya to Deopura	BI01010001010000000000000515BI0100001163	1.8	Sqm
52	52	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001164	1.8	Sqm
53	53	Providing and fixing of typical informatory sign board with Logo as per MORD specifications, drawing and as per direction of Engineer in Charge. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .	BI01010001010000000000000515BI0100001165
54	54	Kunwariya to Deopura	BI01010001010000000000000515BI0100001166	1	Nos.
55	55	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001167	1	Nos.
56	56	Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.	BI01010001010000000000000515BI0100001168
57	57	Kunwariya to Deopura	BI01010001010000000000000515BI0100001169	1	Nos.
58	58	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001170	1	Nos.
59	59	Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)	BI01010001010000000000000515BI0100001171
60	60	Kunwariya to Deopura	BI01010001010000000000000515BI0100001172	267	Nos.
61	61	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001173	18	Nos.
62	62	White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915	BI01010001010000000000000515BI0100001174
63	63	Kunwariya to Deopura	BI01010001010000000000000515BI0100001175	1015.2	Sqm.
64	64	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001176	310.5	Sqm.
65	65	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 300 mm dia	BI01010001010000000000000515BI0100001177
66	66	Kunwariya to Deopura	BI01010001010000000000000515BI0100001178	22.5	P.Rmt.
67	67	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001179	22.5	P.Rmt.
68	68	Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per Cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form , spread, compacted and finished with Screed vibrator & plate vibrator in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, finishing to lines and grades including Vaccume dewatering , all work as per drawing and specifications )	BI01010001010000000000000515BI0100001180
69	69	Kunwariya to Deopura	BI01010001010000000000000515BI0100001181	393.75	P.Cum
70	70	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001182	84.38	P.Cum
71	71	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary rock (not requiring blasting) Mechanical Means	BI01010001010000000000000515BI0100001183
72	72	Kunwariya to Deopura	BI01010001010000000000000515BI0100001184	1589.25	P.Cum
73	73	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001185	454.2	P.Cum
74	74	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001186
75	75	Kunwariya to Deopura	BI01010001010000000000000515BI0100001187	124.57	P.Cum
76	76	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001188	31.99	P.Cum
77	77	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20	BI01010001010000000000000515BI0100001189
78	78	Kunwariya to Deopura	BI01010001010000000000000515BI0100001190	201.91	P.Cum
79	79	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001191	57.61	P.Cum
80	80	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia	BI01010001010000000000000515BI0100001192
81	81	Kunwariya to Deopura	BI01010001010000000000000515BI0100001193	112.5	P.Rmt
82	82	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001194	45	P.Rmt
83	83	Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4	BI01010001010000000000000515BI0100001195
84	84	Kunwariya to Deopura	BI01010001010000000000000515BI0100001196	790.36	P.Cum
85	85	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001197	220.17	P.Cum
86	86	Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications	BI01010001010000000000000515BI0100001198
87	87	Kunwariya to Deopura	BI01010001010000000000000515BI0100001199	678.86	P.Sqm
88	88	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001200	180.4	P.Sqm
89	89	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg Each complete as per drawing and Technical specification.Boulder laid dry without wire crates.	BI01010001010000000000000515BI0100001201
90	90	Kunwariya to Deopura	BI01010001010000000000000515BI0100001202	153.56	P.Cum
91	91	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001203	46.54	P.Cum
92	92	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia	BI01010001010000000000000515BI0100001204
93	93	Kunwariya to Deopura	BI01010001010000000000000515BI0100001205	90	P.Rmt
94	94	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001206	22.5	P.Rmt
95	95	Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications	BI01010001010000000000000515BI0100001207
96	96	Kunwariya to Deopura	BI01010001010000000000000515BI0100001208	278.8	Each
97	97	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001209	69	Each
98	98	Laying Reinforced Cement Concrete Pipe NP 3 / prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia.	BI01010001010000000000000515BI0100001210
99	99	Kunwariya to Deopura	BI01010001010000000000000515BI0100001211	15	P.Rmt
100	100	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001212	7.5	P.Rmt
101	101	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001213
102	102	Kunwariya to Deopura	BI01010001010000000000000515BI0100001214	232.05	P.Cum
103	103	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001215	51	P.Cum

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Construction Of Various Roads Under Dmft Roads Under Distt . Rajsamand Package No . Dmft-Iv/Bhim/2020-21/18, Bhim-Rajasthan

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Name of Work: Construction of various Roads under DMFT Roads Under Distt. Rajsamand Package No. DMFT-IV/Bhim/2020-21/18
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of light jungle	BI01010001010000000000000515BI0100001113
2	2	Kunwariya to Deopura	BI01010001010000000000000515BI0100001114	3.6	P.Hect.
3	3	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001115	1.2	P.Hect.
4	4	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)	BI01010001010000000000000515BI0100001116
5	5	Kunwariya to Deopura	BI01010001010000000000000515BI0100001117	3980.35	P.Cum.
6	6	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001118	1658.48	P.Cum.
7	7	Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)	BI01010001010000000000000515BI0100001119
8	8	Kunwariya to Deopura	BI01010001010000000000000515BI0100001120	3980.35	P.Cum
9	9	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001121	829.24	P.Cum
10	10	Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )	BI01010001010000000000000515BI0100001122
11	11	Kunwariya to Deopura	BI01010001010000000000000515BI0100001123	5307.14	P.Cum
12	12	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001124	829.24	P.Cum
13	13	Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)	BI01010001010000000000000515BI0100001125
14	14	Kunwariya to Deopura	BI01010001010000000000000515BI0100001126	10710	P.Cum
15	15	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001127	3077.5	P.Cum
16	16	Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)	BI01010001010000000000000515BI0100001128
17	17	Kunwariya to Deopura	BI01010001010000000000000515BI0100001129	4137.94	P.Cum
18	18	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001130	1166.03	P.Cum
19	19	Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator / by mechanical means at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material	BI01010001010000000000000515BI0100001131
20	20	Kunwariya to Deopura	BI01010001010000000000000515BI0100001132	3375	P.Cum
21	21	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001133	1125.01	P.Cum
22	22	Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)	BI01010001010000000000000515BI0100001134
23	23	Kunwariya to Deopura	BI01010001010000000000000515BI0100001135	3178.13	P.Cum
24	24	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001136	1082.82	P.Cum
25	25	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)	BI01010001010000000000000515BI0100001137
26	26	Kunwariya to Deopura	BI01010001010000000000000515BI0100001138	6750	P.Cum
27	27	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001139	2250	P.Cum
28	28	Primer coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 ( Low Porosity )	BI01010001010000000000000515BI0100001140
29	29	Kunwariya to Deopura	BI01010001010000000000000515BI0100001141	19875	P.Sqm
30	30	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001142	6937.5	P.Sqm
31	31	Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503	BI01010001010000000000000515BI0100001143
32	32	Kunwariya to Deopura	BI01010001010000000000000515BI0100001144	19875	P.Sqm
33	33	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001145	6937.5	P.Sqm
34	34	Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum / Sqm either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .	BI01010001010000000000000515BI0100001146
35	35	Kunwariya to Deopura	BI01010001010000000000000515BI0100001147	19875	P.Sqm
36	36	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001148	6937.5	P.Sqm
37	37	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30	BI01010001010000000000000515BI0100001149
38	38	Kunwariya to Deopura	BI01010001010000000000000515BI0100001150	19875	P.Sqm
39	39	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001151	6937.5	P.Sqm
40	40	Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)	BI01010001010000000000000515BI0100001152
41	41	Ordinary Kilometer stone (Precast)	BI01010001010000000000000515BI0100001153
42	42	Kunwariya to Deopura	BI01010001010000000000000515BI0100001154	7	Nos.
43	43	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001155	3	Nos.
44	44	Hectometer stone (Precast)	BI01010001010000000000000515BI0100001156
45	45	Kunwariya to Deopura	BI01010001010000000000000515BI0100001157	24	Nos.
46	46	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001158	8	Nos.
47	47	Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle	BI01010001010000000000000515BI0100001159
48	48	Kunwariya to Deopura	BI01010001010000000000000515BI0100001160	19	Nos.
49	49	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001161	17	Nos.
50	50	Direction and Place Identification signs upto 0.9 Sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 Sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)	BI01010001010000000000000515BI0100001162
51	51	Kunwariya to Deopura	BI01010001010000000000000515BI0100001163	1.8	Sqm
52	52	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001164	1.8	Sqm
53	53	Providing and fixing of typical informatory sign board with Logo as per MORD specifications, drawing and as per direction of Engineer in Charge. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .	BI01010001010000000000000515BI0100001165
54	54	Kunwariya to Deopura	BI01010001010000000000000515BI0100001166	1	Nos.
55	55	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001167	1	Nos.
56	56	Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.	BI01010001010000000000000515BI0100001168
57	57	Kunwariya to Deopura	BI01010001010000000000000515BI0100001169	1	Nos.
58	58	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001170	1	Nos.
59	59	Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)	BI01010001010000000000000515BI0100001171
60	60	Kunwariya to Deopura	BI01010001010000000000000515BI0100001172	267	Nos.
61	61	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001173	18	Nos.
62	62	White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915	BI01010001010000000000000515BI0100001174
63	63	Kunwariya to Deopura	BI01010001010000000000000515BI0100001175	1015.2	Sqm.
64	64	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001176	310.5	Sqm.
65	65	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 300 mm dia	BI01010001010000000000000515BI0100001177
66	66	Kunwariya to Deopura	BI01010001010000000000000515BI0100001178	22.5	P.Rmt.
67	67	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001179	22.5	P.Rmt.
68	68	Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per Cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form , spread, compacted and finished with Screed vibrator & plate vibrator in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, finishing to lines and grades including Vaccume dewatering , all work as per drawing and specifications )	BI01010001010000000000000515BI0100001180
69	69	Kunwariya to Deopura	BI01010001010000000000000515BI0100001181	393.75	P.Cum
70	70	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001182	84.38	P.Cum
71	71	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary rock (not requiring blasting) Mechanical Means	BI01010001010000000000000515BI0100001183
72	72	Kunwariya to Deopura	BI01010001010000000000000515BI0100001184	1589.25	P.Cum
73	73	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001185	454.2	P.Cum
74	74	PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)	BI01010001010000000000000515BI0100001186
75	75	Kunwariya to Deopura	BI01010001010000000000000515BI0100001187	124.57	P.Cum
76	76	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001188	31.99	P.Cum
77	77	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20	BI01010001010000000000000515BI0100001189
78	78	Kunwariya to Deopura	BI01010001010000000000000515BI0100001190	201.91	P.Cum
79	79	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001191	57.61	P.Cum
80	80	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia	BI01010001010000000000000515BI0100001192
81	81	Kunwariya to Deopura	BI01010001010000000000000515BI0100001193	112.5	P.Rmt
82	82	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001194	45	P.Rmt
83	83	Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4	BI01010001010000000000000515BI0100001195
84	84	Kunwariya to Deopura	BI01010001010000000000000515BI0100001196	790.36	P.Cum
85	85	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001197	220.17	P.Cum
86	86	Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications	BI01010001010000000000000515BI0100001198
87	87	Kunwariya to Deopura	BI01010001010000000000000515BI0100001199	678.86	P.Sqm
88	88	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001200	180.4	P.Sqm
89	89	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg Each complete as per drawing and Technical specification.Boulder laid dry without wire crates.	BI01010001010000000000000515BI0100001201
90	90	Kunwariya to Deopura	BI01010001010000000000000515BI0100001202	153.56	P.Cum
91	91	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001203	46.54	P.Cum
92	92	Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia	BI01010001010000000000000515BI0100001204
93	93	Kunwariya to Deopura	BI01010001010000000000000515BI0100001205	90	P.Rmt
94	94	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001206	22.5	P.Rmt
95	95	Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications	BI01010001010000000000000515BI0100001207
96	96	Kunwariya to Deopura	BI01010001010000000000000515BI0100001208	278.8	Each
97	97	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001209	69	Each
98	98	Laying Reinforced Cement Concrete Pipe NP 3 / prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia.	BI01010001010000000000000515BI0100001210
99	99	Kunwariya to Deopura	BI01010001010000000000000515BI0100001211	15	P.Rmt
100	100	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001212	7.5	P.Rmt
101	101	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001213
102	102	Kunwariya to Deopura	BI01010001010000000000000515BI0100001214	232.05	P.Cum
103	103	Hati Bhatta to Kurachon ka Khera	BI01010001010000000000000515BI0100001215	51	P.Cum

Construction Of Various Roads Under Dmft Roads Under Distt . Rajsamand Package No . Dmft-Iv/Bhim/2020-21/18, Bhim-Rajasthan

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