Rehabilitation Of Rural Roads ( Mdr , Odr And Vr ) Under Ridf-Xxvi In Dausa District Package No . Rj-12-07-Ridf-Xxvi-2020-21, Under Jurisdiction Of Dn. Mahuwa-Rajasthan

TDR : 26268345

Tender Notice
BOQ

Expired

Under Jurisdiction Of Dn. Mahuwa , Rajasthan

Tender Brief : Rehabilitation Of Rural Roads ( Mdr , Odr And Vr ) Under Ridf-Xxvi In Dausa District Package No . Rj-12-07-Ridf-Xxvi-2020-21

Document Fees
₹ 2000 /-

EMD
₹ 160200.0 /-

Tender Value
₹ 1.60 Crore /-

Submission Date
06-01-2021

Competition Type
Indian

Bidding Type
Tender

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NAME OF WORK : REHABILITATION OF RURAL ROADS (MDR, ODR & VR) UNDER RIDF-XXVI IN DAUSA DISTRICTPACKAGE NO. : RJ-12-07/RIDF-XXVI/2020-21
1	1	NH-11 PILODI TO PUNDARPADA	BI01010001010000000000000515BI0100001113
2	1.01	PART - A : ROAD WORK\nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means	BI01010001010000000000000515BI0100001114	1.5	P.Hect.
3	1.02	Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	BI01010001010000000000000515BI0100001115	3600	P.Cum
4	1.03	Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3	BI01010001010000000000000515BI0100001116	3050	P.Cum
5	1.04	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material	BI01010001010000000000000515BI0100001117	1777.5	P.Cum
6	1.05	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Machnical Means	BI01010001010000000000000515BI0100001118	393.75	P.Cum
7	1.06	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By By Mechanical Means	BI01010001010000000000000515BI0100001119	393.75	P.Cum
8	1.07	Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404	BI01010001010000000000000515BI0100001120	1012.5	P.Sqm
9	1.08	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502	BI01010001010000000000000515BI0100001121	4725	P.Sqm
10	1.09	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 MoRTH Specification Clause 503.	BI01010001010000000000000515BI0100001122	4725	P.Sqm
11	1.1	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.	BI01010001010000000000000515BI0100001123	10125	P.Sqm
12	1.11	Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects.Grading - II (19 mm (Nominal Size))	BI01010001010000000000000515BI0100001124	742.5	P.Cum
13	1.12	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) Add extra for adding shreaded plastic waste as per guideline envisaged in IRC:SP:98-2013 over item of open graded premix carpet @8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant (the bitumen content will be as per respective clause of morth specification).	BI01010001010000000000000515BI0100001125	445.5	P.Cum
14	1.13	Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 300 mm dia.	BI01010001010000000000000515BI0100001126	22.5	P.Rmt.
15	1.14	Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Without dowel bar)	BI01010001010000000000000515BI0100001127	247.5	P.Cum
16	1.15	PART - B : PROTECTION WALL\nEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.. Ordinary soil. Upto 3 m depth.	BI01010001010000000000000515BI0100001128	56	P.Cum
17	1.16	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6.	BI01010001010000000000000515BI0100001129	8.4	P.Cum
18	1.17	Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random rubble masonry In 1:4 cement mortar	BI01010001010000000000000515BI0100001130	76.8	P.Cum
19	1.18	Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick.	BI01010001010000000000000515BI0100001131	16	P.Sqm
20	1.19	Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200	BI01010001010000000000000515BI0100001132	54	P.Sqm
21	1.2	PART - C : ROAD FURNISHING\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. Ordinary Kilometer Stone (Precast)	BI01010001010000000000000515BI0100001133	4	Each
22	1.21	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. 200 m stone (precast)	BI01010001010000000000000515BI0100001134	12	Each
23	1.22	Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.	BI01010001010000000000000515BI0100001135	1	Each
24	1.23	Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board	BI01010001010000000000000515BI0100001136	1.8	P.Sqm
25	1.24	Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.	BI01010001010000000000000515BI0100001137	47	P.Sqm
26	2	A/R TO KARANPUR KM 0/00 TO 1/500	BI01010001010000000000000515BI0100001138
27	2.01	PART - A : ROAD WORK\nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means	BI01010001010000000000000515BI0100001139	0.7	P.Hect.
28	2.02	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material	BI01010001010000000000000515BI0100001140	209.475	P.Cum
29	2.03	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Mechanical Means	BI01010001010000000000000515BI0100001141	66.6281	P.Cum
30	2.04	Providing and applying tack coat with Bitumen Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.	BI01010001010000000000000515BI0100001142	4966.5	P.Sqm
31	2.05	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical MeansBitumen (VG-30)	BI01010001010000000000000515BI0100001143	4966.5	P.Sqm
32	2.06	add extra for adding shreaded plastic Waste as per Guidelines envisaged in IRC Sp98-2013 over item of Open graded Premix Carpet @8% of the qty of bitumen by weight including mixing of agg. And plastic waste in Hot mix plant (The bitumen content will be as per respective clause of morth specification )	BI01010001010000000000000515BI0100001144	4966.5	P.Sqm
33	2.07	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30)	BI01010001010000000000000515BI0100001145	4966.5	P.Sqm
34	2.08	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments	BI01010001010000000000000515BI0100001146	140.625	P.Cum
35	2.09	PART - B : CD WORK\nEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.ordinary soil up to 3.00 m depth	BI01010001010000000000000515BI0100001147	179.25	P.Cum
36	2.1	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6	BI01010001010000000000000515BI0100001148	23.565	P.Cum
37	2.11	Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar	BI01010001010000000000000515BI0100001149	157.053	P.Cum
38	2.12	Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick	BI01010001010000000000000515BI0100001150	39.55	P.Sqm
39	2.13	Plastering with cement mortar (1:4), 20 mm thick on Stone work.	BI01010001010000000000000515BI0100001151	56.02	P.Sqm
40	2.14	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706	BI01010001010000000000000515BI0100001152	70	Each
41	2.15	Providing and laying reinforced cement concrete pipe NP3 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 as per Clause 2905. 1000 mm dia	BI01010001010000000000000515BI0100001153	7.5	P.Rmt.
42	2.16	Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200	BI01010001010000000000000515BI0100001154	105	P.Sqm
43	2.17	Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 300 mm diaMeans	BI01010001010000000000000515BI0100001155	30	P.Rmt.
44	2.18	PART - C : ROAD FURNISHING\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. Ordinary Kilometer Stone (Precast)	BI01010001010000000000000515BI0100001156	2	Each
45	2.19	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. 200 m stone (precast)	BI01010001010000000000000515BI0100001157	6	Each
46	2.2	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm equilateral triangle	BI01010001010000000000000515BI0100001158	6	Each
47	2.21	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board	BI01010001010000000000000515BI0100001159	1.35	P.Sqm
48	2.22	Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.	BI01010001010000000000000515BI0100001160	29.23	P.Sqm
49	2.23	Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.	BI01010001010000000000000515BI0100001161	1	Each
50	2.24	Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.	BI01010001010000000000000515BI0100001162	1	Each
51	3	SH-35 TO SEET KM 0/00 TO 2/200	BI01010001010000000000000515BI0100001163
52	3.01	PART - A : ROAD WORK\nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means	BI01010001010000000000000515BI0100001164	1.1	P.Hect.
53	3.02	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material	BI01010001010000000000000515BI0100001165	311.625	P.Cum
54	3.03	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Mechanical Means	BI01010001010000000000000515BI0100001166	107.953	P.Cum
55	3.04	Providing and applying tack coat with Bitumen Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.	BI01010001010000000000000515BI0100001167	8127.5	P.Sqm
56	3.05	Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical MeansBitumen (VG-30)	BI01010001010000000000000515BI0100001168	8127.5	P.Sqm
57	3.06	add extra for adding shreaded plastic Waste as per Guidelines envisaged in IRC Sp98-2013 over item of Open graded Premix Carpet @8% of the qty of bitumen by weight including mixing of agg. And plastic waste in Hot mix plant (The bitumen content will be as per respective clause of morth specification )	BI01010001010000000000000515BI0100001169	8127.5	P.Sqm
58	3.07	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30)	BI01010001010000000000000515BI0100001170	8127.5	P.Sqm
59	3.08	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments.	BI01010001010000000000000515BI0100001171	84.375	P.Cum
60	3.09	PART - B : CD WORK\nEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.ordinary soil up to 3.00 m depth	BI01010001010000000000000515BI0100001172	203.25	P.Cum
61	3.1	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6	BI01010001010000000000000515BI0100001173	26.925	P.Cum
62	3.11	Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar	BI01010001010000000000000515BI0100001174	175.039	P.Cum
63	3.12	Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick	BI01010001010000000000000515BI0100001175	44.75	P.Sqm
64	3.13	Plastering with cement mortar (1:4), 20 mm thick on Stone work.	BI01010001010000000000000515BI0100001176	61.46	P.Sqm
65	3.14	Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706	BI01010001010000000000000515BI0100001177	80	Each
66	3.15	Providing and laying reinforced cement concrete pipe NP3 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 as per Clause 2905. 1000 mm dia	BI01010001010000000000000515BI0100001178	7.5	P.Rmt.
67	3.16	Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200	BI01010001010000000000000515BI0100001179	120	P.Sqm
68	3.17	Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 300 mm diaMeans	BI01010001010000000000000515BI0100001180	30	P.Rmt.
69	3.18	PART - C : ROAD FURNISHING\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. Ordinary Kilometer Stone (Precast)	BI01010001010000000000000515BI0100001181	2	Each
70	3.19	Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. 200 m stone (precast)	BI01010001010000000000000515BI0100001182	6	Each
71	3.2	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm equilateral triangle	BI01010001010000000000000515BI0100001183	6	Each
72	3.21	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board	BI01010001010000000000000515BI0100001184	1.35	P.Sqm
73	3.22	Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.	BI01010001010000000000000515BI0100001185	26.61	P.Sqm
74	3.23	Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.	BI01010001010000000000000515BI0100001186	1	Each
75	3.24	Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.	BI01010001010000000000000515BI0100001187	1	Each

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Rehabilitation Of Rural Roads ( Mdr , Odr And Vr ) Under Ridf-Xxvi In Dausa District Package No . Rj-12-07-Ridf-Xxvi-2020-21, Under Jurisdiction Of Dn. Mahuwa-Rajasthan

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Rehabilitation Of Rural Roads ( Mdr , Odr And Vr ) Under Ridf-Xxvi In Dausa District Package No . Rj-12-07-Ridf-Xxvi-2020-21, Under Jurisdiction Of Dn. Mahuwa-Rajasthan

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