Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 31,00,000Document Cost
₹ 18,000Tender Fee
Refer Documents
Summary
(1) Strengthening Of Kutiyana - Mahiyari -bagsara Road K.m. 0/00 To 30/800 [providing Cc Road, Box Culvert, Head Wall, Road Furniture Etc.(sh-960 Taluka Kutiyana Dist Porbandar(cirf 2023-24)
Description
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Contact
Tender Id
2024_MoRTH_831646_1Tender No
NIT-16 of 2024-25Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Providing and laying sub-base required by providing course graded material grading -I 200 mm thick in two layer using BTMC metal 53mm to 26.5mm @ 35% agg., 26.5mm to 4.75mm @ 45% & stone dust @ 20% (CBR not less than 30% )as per tabel 400-2 of MORT & H Gradation including conveying the materials at the site of work , mixing and spreading in to grade and camber,watering and consolidation at OMC with vibratory roller incl. the cost of materials labours etc complete.
21081
984
20759514.75
Providing & Laying, Spreading compacting graded stone aggregate to Wet Mix Mecadam 150 mm thick in one layers as per MORT & H and specification including premixing the material with Water at OMC. In mechenical mix plant carraige of mix material by tippers to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with Vibratory roller to active the desire Density
11236
1071
12040609.96
Providing and Applying Priming Tackcoat with Bitumen SS1 Emulsion on preapred surface of granular base coarse including clearing the surface and spraying priming coat at the rate of 0.75 Kg/Sqm Using mechanical means mechanically mix (pug mill) carriage of mix material by contractors own tipper to site of work incl. laying, spreading and compecting in sub base, base course on well prepared under base of compecting as per MOST specification to achive the desired density (Mechanically laid)
64203
60
3890701.8
Providing and laying 65 mm D.B.M. using rapid cuting emulsion asphalt for tack coat at the rate of 2.50 kg/10 sqmt. with B.T.Aggregate as per MORT&H specification with Mechanical Sprayer & Bitumen VG-30 Grade for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of mix including heating and mixing the aggregate & asphalt in continuous batch mix plant and transporting to site and spreading the same by sensor paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc . complete Including providing & applying of tack coat @2.5 kg/10 sqm using contractor's own machinery batch mix plant & sensor paver finisher etc. complete
14869
2868
42650239.6
Providing and laying 30 mm thick Bituminous concrete on existing bituminous surface and using specification graded machine crushed with 5.50 % bitumen VG-30 grade by Wt. of total mix as per specification MORTH including mixing of asphalt with B.T. chips in continuous batch mix plant transporting same as by paver finisher and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to achieve desire density and including VG-30 grade bitumen, cost of emulsion, cost of required tools, plants, all machineries, equipment fire wood , oil, kerosene, charges etc. complete
7232
3228
23351911.04
Providing and laying 30 mm thick Bituminous concrete on existing bituminous surfaceusing rapid cuting emulsion asphalt for tack coat at the rate of 4.00 kg/10 sqmt. and using specification graded machine crushed with 5.50 % bitumen VG-30 grade by Wt. of total mix as per specification MORTH including mixing of asphalt with B.T. chips in continuous batch mix plant transporting same as by paver finisher and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to achieve desire density and including VG-30 grade bitumen, cost of emulsion, cost of required tools, plants, all machineries, equipment fire wood , oil, kerosene, charges etc. complete
225
3458
778104
Supplying, stacking, spreading, rolling and watering hard murrum as directed for side shoulder as directed with all Lead and Lift.
5481
468
2568615.84
Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area withi all lead and lift
32
169
5422.08
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose or soft soil
42866
189
8114533.8
Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls. (more than 10 ton)
782
1041
814093.28
Providing and filling in foundation with ordinary cement concrete M – 150 mix and providing necessary vertical pin headers including form work, vibrating, ramming and curing complete (more than 10 ton)
385
3615
1392006
Providing and Casting in situ controlled Cement Concrete M-250 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete.
705
4612
3252087.45
Providing and Casting in situ controlled Cement Concrete M-250 for R.C.C. return as per drawing including centering, shuttering, scaffolding where necessary laying vibrating, curing and finishing complete (A) Height from 0.00 to 5.0 Mt (1) Piers (2) Abutments (3) RCC Return
545
5184
2825296.35
Providing and casting in situ controlled cement concrete M-250 for R.C.C. solid slab including centering, scaffolding curing and finishing complete.
537
5322
2858042.88
Providing and casting in situ ordinary cement concrete M – 150 mix and providing necessary pin headers including shuttering, scaffolding, laying vibrating, curing and finishing complete. Without V – Grooves. (A) Height 0.0 M. to 5.0 M.
34889
3818
133225390.95
Providing and casting in situ controlled cement concrete M - 250 for average 75mm thick wearing coat laid as directed including tamping, vibrating, curing and finishing, curing and filling joints with bitumen complete.
243
5293
1286335.08
Providing and Placing in Posision FE 500 D TMT bar reinforcement for following items including cutting bending hooking and tying complete as per detaled drawing for Well : Curb, Staining, Cap and RCC Raft (A)Piers (B) Abutments © R C C Returns
189.17
73217
13850560.15
Providing and Placing in Posision FE 500 D TMT bar reinforcement for following items including cutting bending hooking and tying complete as per detaled drawing for Well : Curb, Staining, Cap and RCC Raft (A) Solid Slab
59.95
72601
4352481.51
Providing and laying compacted WBM 225 mm thick in one layers each 75 mm thick Grade-II of machine crushed BT metal of size 45 mm to 63 mm in layers including 13 % stone screening using 13.2 mm size and 7 % stone dust as filler including spreading watering and consolidation by vibratory roller as per MORT & H specification etc. comp.
176
1185
208690.24
Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.
58.4
3245
189540.7
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering.
1273
130
165986.47
Providing and laying filter media 600 mm. thick as directed at the back of abutment return & wing wall as per detailed specification. (more than 10 ton)
321
1180
378885.93
Providing and laying weep holes in abutment and return by using A.C. pipe of 100 mm. dia. including fixing in proper grade and jointing etc. complete as per detailed specification.
17982
82
1484773.74
Earthwork for embankment including breaking clods, dressing with all lead and lift (Excluding rolling & watering) (E) From borrow area with all lead and Lift
14000
161
2257080
Rolling and watering of earth work in layers with vibratory roller 80 to 100 KN static weight including filling in depressions which occur during the process as directed
14000
22
314720
Providing and laying 200 mm thick Ganular Sub base by providing coarse graded material grading - II using B.T. M.C. metal crushed stone aggregates 26.5 mm to 4.75 mm @ 75% and below 2.36 mm @ 25% having CBR not less than 25% as per table 400-2 of MORTH gradation including levelling the material at site of work, mixing and spreading into grade and camber, watering and consolidation at O.M.C. with vibratory roller including cost of material, labour etc. complete.
1050
954
1002592.5
Providing and laying 20 mm thick mix seal surfacing using stone chipping and aggregate as per MORT&H specification and asphalt grade VG-30 for mixing at the rate of 4.782% of total mix including heating the aggregate and asphalt in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, keroscene, firewood, labour charges etc. complete.
242
2812
680634.68
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for cuilverts carrying heavy traffic as per IS 458 1971 specifications including setting the pipes in C.M. 1 :2 watering and laying (to level or slopes) of class NP 3 of following internal diameters. (III) 600 mm dia with 70 Km. lead (upto 10 ton)
140
2031
284355.4
Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting
14
10671
149403.24
Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift (ii) Reinforced Cement Concrete Work
311.2
1030
320788.07
Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.
236.3
536
126678.07
Removing all types of Humes pipes and stacking withn a lead of 1000 m including Earthwork and Dismantling of Masonary works a sper Technical Specification Clause 202. (B) Above 600 mm up to 900 mm dia Hume Pipe
14.4
161
2323.15
Providing and fixing ordinary K.M. stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including fixing in C.C. 1:4:8 , painting and lettering etc. complete. (For N.H., S.H. and M.D.R.)
12
1290
15486.84
Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For N.H., S.H. and M.D.R.)
1
1935
1935.15
Providing and fixing Hectometer of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including painting, lettering etc. complete. (II) Fixing in C.C. 1:5:10
66
494
32663.4
Providing and fixing guard stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including white washing etc. complete. (I) Fixing in Earth
330
369
121987.8
Providing and Fixing Indicator Stone of approved stone as per IRC type design in CC 1:4:8 including white washing etc complete (i) Fixing in Earth
900
102
92565
Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
38
3906
148435.22
Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50x50x5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.
6
21287
127725.06
Chevron sign board:- Providing and fixing sign board made out of 1.5mm alluminium sheet/ 3mm ACP(Alluminium composte panel) size 60x50cm as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bes tquality epoxy coatings in black and white bends. The details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor.(A) Class-B Type-4 Retro Reflective sheeting.
480
3711
1781640
Road marking with Hot Applied Thermo Plastic compound with Reflectorising Glass Bend on Bituminous surface. Providing and laying of hot appllied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms. per Sqmt. area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35-2015. The Finished surface to be level, uniform and free from streaks and holes. zebra patta/bump patta lane/center line/ edge line/ cut patta. The white colour marking should provide liminance coefficinet on cement road shall be min 130mcd/m2/lux and ashphalt road shall be min 100mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC 35-2015,(Warrenty for retro reflectivity shall be two years).
5369
367
1974288.68
Cat eye/ Road stud/ RPM: Supplying of Molded Twin Shanks raised pavment marker made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635kgs tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORTH Circular No RW/NH/33023/10-97- DO III, Dt. 11.06.1997. The height, width and length shall not exceed 20mm, 130mm and 130mm and with min. reflective area of 13Sqcm on each side and the slope to the base shall be 35+/-5mm degree. The strength of detachment of hte integrated cylindrical shanks, (Of dia. not less than 19+/-2mm and height not less than 30+/2mm) from the body is to be a minimum value of 500kfg fixing will be drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommandations and the colour of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.
2991
326
975753.93
Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
58
3518
204084.02
1. All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.
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2. All the columns in the Schedule"B" should be filled in with ink and the total in entire in the last columns should be struck by the contractor.
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3. Rate quoted including clearance of site (Prior to commencement of work and its close) in all respect and hold good for work as under the all condition of site moisture weather etc. complete.
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4 The contractor shall exhibit the boards with details of work tender amount and specification as per Government Circular No. BBG / 3277 / 1657/N dt. 26-4-78 and as per G.R. No. TNC / 1090/ 24 C dt. 18-11-91 as directed by the Engineer-in-charge of the works of boards at site of work which contractor is not entitled for any extra payment
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5. Testing of materials shall be as per statement attached with the specification. The materials shall be tested in GERI bill for the testing charge shall be paid by the deparment and 1% (one percent) of the test shall be paid of amount put to tender after deduction the cost of the materials as per Schedule "A" rate form the materials running bill (As per GR (R&B) No. TNC / 1085 / 4 C Dt. 10-5-85
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6. Credit for dismentalled material amounting to Rs. 4412800.00 should be recovered from 1st R.A.Bill.
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7. In RCC item where there is change of grade mix or change of as per actual mix design the difference of cement
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8. In RCC item where there is change of grade mix or change of as per actual mix design the difference of cement
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9. Credit for dismentalled material amounting to Rs. 4412800.00 should be recovered from 1st R.A.Bill.
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