Tender For Construction Of Submersible Bridge 1- At Ch 9. 400 2- At Ch. 1.300 3- At Ch. 2.870 4) At Ch. 9.200 On Ramtek Border Hiwra To Satak To Telengkhedi Nimkheda Mdr-21 A Join Road Tah. Parseoni, Parseoni-Maharashtra

TDR : 46606616

Tender Notice
BOQ

Expired

Parseoni , Maharashtra

Tender Brief : Tender For Construction Of Submersible Bridge 1- At Ch 9. 400 2- At Ch. 1.300 3- At Ch. 2.870 4) At Ch. 9.200 On Ramtek Border Hiwra To Satak To Telengkhedi Nimkheda Mdr-21 A Join Road Tah. Parseoni

Document Fees
₹ 17700 /-

EMD
₹ 281000.0 /-

Tender Value
₹ 5.62 Crore /-

Submission Date
16-12-2024

Competition Type
Indian

Bidding Type
Tender

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1	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
2	Ch. 1/300
3	Ch. 2/870
4	Ch.9/200
5	Ch.9/400
6	Removing all types of Hume pipes and stacking within a lead and lift of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
7	Ch. 1/300
8	Ch. 2/870
9	Ch.9/200
10	Ch.9/400
11	Earthwork in excavation for structures as per drawing and technical 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.
12	Ch. 1/300
13	Ch. 2/870
14	Ch.9/200
15	Ch.9/400
16	(ii) Upto 3m to 6m
17	Ch. 1/300
18	Ch. 2/870
19	Ch.9/200
20	Ch.9/400
21	Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using5.0 to 9.0 BHP pump etc. complete. (prior approval of SuperintendingEngineer will benecessary)
22	Ch. 1/300
23	Ch. 2/870
24	Ch.9/200
25	Ch.9/400
26	Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
27	Ch. 1/300
28	Ch. 2/870
29	Ch.9/200
30	Ch.9/400
31	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
32	Ch. 1/300
33	Ch. 2/870
34	Ch.9/200
35	Ch.9/400
36	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20
37	Ch. 1/300
38	Ch. 2/870
39	Ch.9/200
40	Ch.9/400
41	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
42	Ch. 1/300
43	Ch. 2/870
44	Ch.9/200
45	Ch.9/400
46	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
47	Ch. 1/300
48	Ch. 2/870
49	Ch.9/200
50	Ch.9/400
51	Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
52	Ch. 1/300
53	Ch. 2/870
54	Ch.9/200
55	Ch.9/400
56	Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
57	Ch. 1/300
58	Ch. 2/870
59	Ch.9/200
60	Ch.9/400
61	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 30
62	Ch. 1/300
63	Ch. 2/870
64	Ch.9/200
65	Ch.9/400
66	Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
67	Ch. 1/300
68	Ch. 2/870
69	Ch.9/200
70	Ch.9/400
71	Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
72	Ch. 1/300
73	Ch. 2/870
74	Ch.9/200
75	Ch.9/400
76	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
77	Ch. 1/300
78	Ch. 2/870
79	Ch.9/200
80	Ch.9/400
81	Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thicknessas per detailed drawing including supplying all materials,handpacking ofrubble, spreadingmetal inlayers andhard murum including watering and compaction with power roller etc. complete.
82	Ch. 1/300
83	Ch. 2/870
84	Ch.9/200
85	Ch.9/400
86	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 technical specification Clauses 614, 709, 1204.3.7
87	Ch. 1/300
88	Ch. 2/870
89	Ch.9/200
90	Ch.9/400
91	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
92	Ch. 1/300
93	Ch. 2/870
94	Ch.9/200
95	Ch.9/400
96	Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
97	Ch. 1/300
98	Ch. 2/870
99	Ch.9/200
100	Ch.9/400
101	Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30
102	Ch. 1/300
103	Ch. 2/870
104	Ch.9/200
105	Ch.9/400
106	Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
107	Ch. 1/300
108	Ch. 2/870
109	Ch.9/200
110	Ch.9/400
111	Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
112	Ch. 1/300
113	Ch. 2/870
114	Ch.9/200
115	Ch.9/400
116	Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
117	Ch. 1/300
118	Ch. 2/870
119	Ch.9/200
120	Ch.9/400
121	Providing tar paper bearing including laying in proper position etc. complete.
122	Ch. 1/300
123	Ch. 2/870
124	Ch.9/200
125	Ch.9/400
126	Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
127	Ch. 1/300
128	Ch. 2/870
129	Ch.9/200
130	Ch.9/400
131	Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
132	Ch. 1/300
133	Ch. 2/870
134	Ch.9/200
135	Ch.9/400
136	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.
137	Ch. 1/300
138	Ch. 2/870
139	Ch.9/200
140	Ch.9/400
141	Construction of embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
142	Ch. 1/300
143	Ch. 2/870
144	Ch.9/200
145	Ch.9/400
146	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 Technical Specification Clause 301.5
147	Ch. 1/300
148	Ch. 2/870
149	Ch.9/200
150	Ch.9/400
151	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 Technical Specification Clause 303.1.
152	Ch. 1/300
153	Ch. 2/870
154	Ch.9/200
155	Ch.9/400
156	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smooth wheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
157	Ch. 1/300
158	Ch. 2/870
159	Ch.9/200
160	Ch.9/400
161	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 Technical Specification Clause 405.
162	Ch. 1/300
163	Ch. 2/870
164	Ch.9/200
165	Ch.9/400
166	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
167	Ch. 1/300
168	Ch. 2/870
169	Ch.9/200
170	Ch.9/400
171	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
172	Ch. 1/300
173	Ch. 2/870
174	Ch.9/200
175	Ch.9/400
176	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 Technical Specification Clause 503.
177	Ch. 1/300
178	Ch. 2/870
179	Ch.9/200
180	Ch.9/400
181	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 Technical Specification Clause 508.
182	Ch. 1/300
183	Ch. 2/870
184	Ch.9/200
185	Ch.9/400
186	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 (by Paver finisher) and Type C as per Technical Specification Clause 510
187	Ch. 1/300
188	Ch. 2/870
189	Ch.9/200
190	Ch.9/400
191	Construction ofun-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 1501.2.2 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 inapproved 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,
192	Ch.9/400
193	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 Technical Specification Clause 1704
194	Ch. 1/300
195	Ch. 2/870
196	Ch.9/200
197	Ch.9/400
198	Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirmingtoTypeXIofASTMD4956-09 withWhiteColorandRedColorcombinationandhaving minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shallconsistof powdercoated orpaintedMildsteel ofminimum thickness1.0mm.andcore-shellstructure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of thedelineatorshallextend300mmbeyondtheshelllengthfrombottomforinstallingintheground.The extendedportionshallhave slotsto insertanchoring rodsfor enhancing the concrete grip. The logo ofthe manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplasticusedformakingthedelineatorbodyshallhaveminimuminitialmechanicalpropertiesof600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values
199	Ch. 1/300
200	Ch. 2/870
201	Ch.9/200
202	Ch.9/400
203	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. 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 Clause 1701 and Annexure 1700.1
204	Ch. 1/300
205	Ch. 2/870
206	Ch.9/200
207	Ch.9/400
208	MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
209	Ch. 1/300
210	Ch. 2/870
211	Ch.9/200
212	Ch.9/400
213	Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
214	Ch. 1/300
215	Ch. 2/870
216	Ch.9/200
217	Ch.9/400
218	Sign Board of MMGSY / PMGSY Project Information :Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
219	Ch. 1/300
220	Ch. 2/870
221	Ch.9/200
222	Ch.9/400
223	Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
224	Ch. 1/300
225	Ch. 2/870
226	Ch.9/200
227	Ch.9/400
228	Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
229	Ch. 1/300
230	Ch. 2/870
231	Ch.9/200
232	Ch.9/400
233	Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"
234	Ch. 1/300
235	Ch. 2/870
236	Ch.9/200
237	Ch.9/400
238	Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
239	Ch. 1/300
240	Ch. 2/870
241	Ch.9/200
242	Ch.9/400
243	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.
244	Ch. 1/300
245	Ch. 2/870
246	Ch.9/200
247	Ch.9/400

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Tender For Construction Of Submersible Bridge 1- At Ch 9. 400 2- At Ch. 1.300 3- At Ch. 2.870 4) At Ch. 9.200 On Ramtek Border Hiwra To Satak To Telengkhedi Nimkheda Mdr-21 A Join Road Tah. Parseoni, Parseoni-Maharashtra

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Tender For Construction Of Submersible Bridge 1- At Ch 9. 400 2- At Ch. 1.300 3- At Ch. 2.870 4) At Ch. 9.200 On Ramtek Border Hiwra To Satak To Telengkhedi Nimkheda Mdr-21 A Join Road Tah. Parseoni, Parseoni-Maharashtra

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