Tender For Construction Of Rural Roads Under Pmgsy-Iv Batch-I 2025-26 In Distt. Udaipur. Package No. Rj32p4-04, Udaipur-Rajasthan

TDR : 54155691

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Udaipur , Rajasthan

Tender Brief : Tender For Construction Of Rural Roads Under Pmgsy-Iv Batch-I 2025-26 In Distt. Udaipur. Package No. Rj32p4-04

Document Fees
₹ 3000 /-

EMD
₹ 630280.0 /-

Tender Value
₹ 3.15 Crore /-

Submission Date
06-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical MeansIn area of non-thorny jungle
2	L025-AR Ratliya kheda
3	L026-AR Solanki Fala
4	L027-AR Umariya Kand
5	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 with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
6	L025-AR Ratliya kheda
7	L026-AR Solanki Fala
8	L027-AR Umariya Kand
9	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 with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Specification Clause 302.3.5
10	L025-AR Ratliya kheda
11	L026-AR Solanki Fala
12	L027-AR Umariya Kand
13	Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRD Specification Clause 302.3.5 Mechanical Means
14	L025-AR Ratliya kheda
15	L026-AR Solanki Fala
16	L027-AR Umariya Kand
17	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 .Quanity of Borrow Soil
18	L025-AR Ratliya kheda
19	L026-AR Solanki Fala
20	L027-AR Umariya Kand
21	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 MoRD Specification Clause 301.5 Used forfilling from cutting qty. as per Item No.(i),(ii) & (iii)
22	L025-AR Ratliya kheda
23	L026-AR Solanki Fala
24	L027-AR Umariya Kand
25	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 MoRD Specification Clause 301.5 Add for compaction by Vibromax Earth Compactor
26	L025-AR Ratliya kheda
27	L026-AR Solanki Fala
28	L027-AR Umariya Kand
29	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
30	L025-AR Ratliya kheda
31	L026-AR Solanki Fala
32	L027-AR Umariya Kand
33	Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
34	L025-AR Ratliya kheda
35	L026-AR Solanki Fala
36	L027-AR Umariya Kand
37	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.
38	L025-AR Ratliya kheda
39	L026-AR Solanki Fala
40	L027-AR Umariya Kand
41	Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. For Grading III Material
42	L025-AR Ratliya kheda
43	L026-AR Solanki Fala
44	L027-AR Umariya Kand
45	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead
46	L025-AR Ratliya kheda
47	L026-AR Solanki Fala
48	L027-AR Umariya Kand
49	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead.Extra rate for carriage of mixed material additional lead from in item 4.9, Average lead for Udaipur 61 km
50	L025-AR Ratliya kheda
51	L026-AR Solanki Fala
52	L027-AR Umariya Kand
53	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 MoRD Specification Clause 502
54	L025-AR Ratliya kheda
55	L026-AR Solanki Fala
56	L027-AR Umariya Kand
57	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRD Specification Clause 503.
58	L025-AR Ratliya kheda
59	L026-AR Solanki Fala
60	L027-AR Umariya Kand
61	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 Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 506 & for modified Bitumen Clause 511.. Case -II By mechnical means Bitumen VG-30
62	L025-AR Ratliya kheda
63	L026-AR Solanki Fala
64	L027-AR Umariya Kand
65	Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.9, 5.11 & 16.23 of Bitumenous Surface Course@ 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 respectiveClause of MoRD Specifications)
66	L025-AR Ratliya kheda
67	L026-AR Solanki Fala
68	L027-AR Umariya Kand
69	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 MoRD Specification Clause 510 By Mechanical Means Case - II:Type B Bitumen (VG-30)
70	L025-AR Ratliya kheda
71	L026-AR Solanki Fala
72	L027-AR Umariya Kand
73	Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base,with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.2 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. Curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. 150m thickness
74	L025-AR Ratliya kheda
75	L026-AR Solanki Fala
76	L027-AR Umariya Kand
77	Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 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 suitablematerial. Ordinary soil Upto 3 m depth
78	L025-AR Ratliya kheda
79	L026-AR Solanki Fala
80	L027-AR Umariya Kand
81	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 - Nominal mix 1:3:6
82	L025-AR Ratliya kheda
83	L026-AR Solanki Fala
84	L027-AR Umariya Kand
85	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203P.C.C grade M 20 Nominal mix (1:2:4)
86	L025-AR Ratliya kheda
87	L026-AR Solanki Fala
88	L027-AR Umariya Kand
89	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 MoRD specification Clauses 614, 709, 1204.3.7
90	L025-AR Ratliya kheda
91	L026-AR Solanki Fala
92	L027-AR Umariya Kand
93	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1001 and 1202
94	L025-AR Ratliya kheda
95	L026-AR Solanki Fala
96	L027-AR Umariya Kand
97	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
98	L025-AR Ratliya kheda
99	L026-AR Solanki Fala
100	L027-AR Umariya Kand
101	Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701
102	L025-AR Ratliya kheda
103	L026-AR Solanki Fala
104	L027-AR Umariya Kand
105	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 1101.6. 1000 mm dia
106	L025-AR Ratliya kheda
107	L026-AR Solanki Fala
108	L027-AR Umariya Kand
109	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia
110	L025-AR Ratliya kheda
111	L026-AR Solanki Fala
112	L027-AR Umariya Kand
113	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. Ordinary Kilometer Stone (Precast)
114	L025-AR Ratliya kheda
115	L026-AR Solanki Fala
116	L027-AR Umariya Kand
117	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. 200 m stone (precast)
118	L025-AR Ratliya kheda
119	L026-AR Solanki Fala
120	L027-AR Umariya Kand
121	Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704
122	L025-AR Ratliya kheda
123	L026-AR Solanki Fala
124	L027-AR Umariya Kand
125	Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm
126	L025-AR Ratliya kheda
127	L026-AR Solanki Fala
128	L027-AR Umariya Kand
129	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
130	L025-AR Ratliya kheda
131	L026-AR Solanki Fala
132	L027-AR Umariya Kand
133	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701.900 mm equilateral triangle
134	L025-AR Ratliya kheda
135	L026-AR Solanki Fala
136	L027-AR Umariya Kand
137	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701.800 mm x 600 mm rectangular
138	L025-AR Ratliya kheda
139	L026-AR Solanki Fala
140	L027-AR Umariya Kand
141	Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
142	L025-AR Ratliya kheda
143	L026-AR Solanki Fala
144	L027-AR Umariya Kand
145	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :150 x 120 cm.
146	L025-AR Ratliya kheda
147	L026-AR Solanki Fala
148	L027-AR Umariya Kand
149	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :90 x 60 cm.
150	L025-AR Ratliya kheda
151	L026-AR Solanki Fala
152	L027-AR Umariya Kand
153	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :60 x 45 cm.
154	L025-AR Ratliya kheda
155	L026-AR Solanki Fala
156	L027-AR Umariya Kand
157	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.
158	L025-AR Ratliya kheda
159	L026-AR Solanki Fala
160	L027-AR Umariya Kand
161	Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (excluding cost of bitumen)
162	L025-AR Ratliya kheda
163	L026-AR Solanki Fala
164	L027-AR Umariya Kand
165	Add GST (18%) on Total Costruction Cost
166	Routine Mainteenance work After Completion of works for Five Year Fixed Amount
167	For 1st Year (0.68%)
168	For 2nd Year (0.87%)
169	For 3rd Year (1.12%)
170	For 4th Year (1.31%)
171	For 5th Year (1.52%)
172	Add GST (18%) on Total Maintenance Cost

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Tender For Construction Of Rural Roads Under Pmgsy-Iv Batch-I 2025-26 In Distt. Udaipur. Package No. Rj32p4-04, Udaipur-Rajasthan

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Sl. No.	Item Description
1	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical MeansIn area of non-thorny jungle
2	L025-AR Ratliya kheda
3	L026-AR Solanki Fala
4	L027-AR Umariya Kand
5	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 with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
6	L025-AR Ratliya kheda
7	L026-AR Solanki Fala
8	L027-AR Umariya Kand
9	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 with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Specification Clause 302.3.5
10	L025-AR Ratliya kheda
11	L026-AR Solanki Fala
12	L027-AR Umariya Kand
13	Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRD Specification Clause 302.3.5 Mechanical Means
14	L025-AR Ratliya kheda
15	L026-AR Solanki Fala
16	L027-AR Umariya Kand
17	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5 .Quanity of Borrow Soil
18	L025-AR Ratliya kheda
19	L026-AR Solanki Fala
20	L027-AR Umariya Kand
21	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 MoRD Specification Clause 301.5 Used forfilling from cutting qty. as per Item No.(i),(ii) & (iii)
22	L025-AR Ratliya kheda
23	L026-AR Solanki Fala
24	L027-AR Umariya Kand
25	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 MoRD Specification Clause 301.5 Add for compaction by Vibromax Earth Compactor
26	L025-AR Ratliya kheda
27	L026-AR Solanki Fala
28	L027-AR Umariya Kand
29	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
30	L025-AR Ratliya kheda
31	L026-AR Solanki Fala
32	L027-AR Umariya Kand
33	Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
34	L025-AR Ratliya kheda
35	L026-AR Solanki Fala
36	L027-AR Umariya Kand
37	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.
38	L025-AR Ratliya kheda
39	L026-AR Solanki Fala
40	L027-AR Umariya Kand
41	Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. For Grading III Material
42	L025-AR Ratliya kheda
43	L026-AR Solanki Fala
44	L027-AR Umariya Kand
45	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead
46	L025-AR Ratliya kheda
47	L026-AR Solanki Fala
48	L027-AR Umariya Kand
49	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead.Extra rate for carriage of mixed material additional lead from in item 4.9, Average lead for Udaipur 61 km
50	L025-AR Ratliya kheda
51	L026-AR Solanki Fala
52	L027-AR Umariya Kand
53	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 MoRD Specification Clause 502
54	L025-AR Ratliya kheda
55	L026-AR Solanki Fala
56	L027-AR Umariya Kand
57	Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 MoRD Specification Clause 503.
58	L025-AR Ratliya kheda
59	L026-AR Solanki Fala
60	L027-AR Umariya Kand
61	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 Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 506 & for modified Bitumen Clause 511.. Case -II By mechnical means Bitumen VG-30
62	L025-AR Ratliya kheda
63	L026-AR Solanki Fala
64	L027-AR Umariya Kand
65	Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.9, 5.11 & 16.23 of Bitumenous Surface Course@ 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 respectiveClause of MoRD Specifications)
66	L025-AR Ratliya kheda
67	L026-AR Solanki Fala
68	L027-AR Umariya Kand
69	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 MoRD Specification Clause 510 By Mechanical Means Case - II:Type B Bitumen (VG-30)
70	L025-AR Ratliya kheda
71	L026-AR Solanki Fala
72	L027-AR Umariya Kand
73	Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base,with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.2 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. Curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. 150m thickness
74	L025-AR Ratliya kheda
75	L026-AR Solanki Fala
76	L027-AR Umariya Kand
77	Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 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 suitablematerial. Ordinary soil Upto 3 m depth
78	L025-AR Ratliya kheda
79	L026-AR Solanki Fala
80	L027-AR Umariya Kand
81	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 - Nominal mix 1:3:6
82	L025-AR Ratliya kheda
83	L026-AR Solanki Fala
84	L027-AR Umariya Kand
85	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203P.C.C grade M 20 Nominal mix (1:2:4)
86	L025-AR Ratliya kheda
87	L026-AR Solanki Fala
88	L027-AR Umariya Kand
89	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 MoRD specification Clauses 614, 709, 1204.3.7
90	L025-AR Ratliya kheda
91	L026-AR Solanki Fala
92	L027-AR Umariya Kand
93	Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1001 and 1202
94	L025-AR Ratliya kheda
95	L026-AR Solanki Fala
96	L027-AR Umariya Kand
97	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
98	L025-AR Ratliya kheda
99	L026-AR Solanki Fala
100	L027-AR Umariya Kand
101	Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701
102	L025-AR Ratliya kheda
103	L026-AR Solanki Fala
104	L027-AR Umariya Kand
105	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 1101.6. 1000 mm dia
106	L025-AR Ratliya kheda
107	L026-AR Solanki Fala
108	L027-AR Umariya Kand
109	Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia
110	L025-AR Ratliya kheda
111	L026-AR Solanki Fala
112	L027-AR Umariya Kand
113	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. Ordinary Kilometer Stone (Precast)
114	L025-AR Ratliya kheda
115	L026-AR Solanki Fala
116	L027-AR Umariya Kand
117	Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. 200 m stone (precast)
118	L025-AR Ratliya kheda
119	L026-AR Solanki Fala
120	L027-AR Umariya Kand
121	Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704
122	L025-AR Ratliya kheda
123	L026-AR Solanki Fala
124	L027-AR Umariya Kand
125	Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm
126	L025-AR Ratliya kheda
127	L026-AR Solanki Fala
128	L027-AR Umariya Kand
129	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
130	L025-AR Ratliya kheda
131	L026-AR Solanki Fala
132	L027-AR Umariya Kand
133	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701.900 mm equilateral triangle
134	L025-AR Ratliya kheda
135	L026-AR Solanki Fala
136	L027-AR Umariya Kand
137	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.3.8, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701.800 mm x 600 mm rectangular
138	L025-AR Ratliya kheda
139	L026-AR Solanki Fala
140	L027-AR Umariya Kand
141	Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
142	L025-AR Ratliya kheda
143	L026-AR Solanki Fala
144	L027-AR Umariya Kand
145	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :150 x 120 cm.
146	L025-AR Ratliya kheda
147	L026-AR Solanki Fala
148	L027-AR Umariya Kand
149	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :90 x 60 cm.
150	L025-AR Ratliya kheda
151	L026-AR Solanki Fala
152	L027-AR Umariya Kand
153	Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :60 x 45 cm.
154	L025-AR Ratliya kheda
155	L026-AR Solanki Fala
156	L027-AR Umariya Kand
157	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.
158	L025-AR Ratliya kheda
159	L026-AR Solanki Fala
160	L027-AR Umariya Kand
161	Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (excluding cost of bitumen)
162	L025-AR Ratliya kheda
163	L026-AR Solanki Fala
164	L027-AR Umariya Kand
165	Add GST (18%) on Total Costruction Cost
166	Routine Mainteenance work After Completion of works for Five Year Fixed Amount
167	For 1st Year (0.68%)
168	For 2nd Year (0.87%)
169	For 3rd Year (1.12%)
170	For 4th Year (1.31%)
171	For 5th Year (1.52%)
172	Add GST (18%) on Total Maintenance Cost

Tender For Construction Of Rural Roads Under Pmgsy-Iv Batch-I 2025-26 In Distt. Udaipur. Package No. Rj32p4-04, Udaipur-Rajasthan

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