Pradhan Mantri Gram Sadak Yojana-PMGSY has published Upgradation Of Rural Roads In District Pali Under Pmgsy-Iii ( Batch-I ) , Wb Rrp-Ii . Package No . Rj25/P3/2019/15. Submission Date for this Tender is 20-07-2020. Road Work Tenders in Pali Rajasthan. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 27-Jun-2020 | Corrigendum 1 Date Extend | Date | 20-07-2020 |
2 | 05-Jul-2020 | Revised SBD | Technical Bid | 20-07-2020 |
3 | 19-Jul-2020 | Department Rate Analysis | Other | 20-07-2020 |
4 | 19-Jul-2020 | Departmental Revised Rate Analysis | Other | 20-07-2020 |
Name of Work: Upgradation of Rural Roads in District Pali under PMGSY-III (Batch-I), WB RRP-II. Package No. RJ25/P3/2019/15 BALANA KHIWANDI ROJRA NETRA ROAD | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 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 earlier and 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 Means.In area of thorny jungle | Item3 | 8.58 | Hect. |
2 | 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 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 | Item4 | 25886 | Cum |
3 | 3 | 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 50 m as per MoRD Specification Clause 301.5 | Item5 | 2978.52 | Cum |
4 | 4 | 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. | Item6 | 14 | Km |
5 | 5 | 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. | Item7 | 2 | Nos. |
6 | 6 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4. | Item8 | 26592 | Sqm |
7 | 7 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.For Grading II | Item9 | 7219.45 | Cum |
8 | 8 | 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. | Item10 | 5578.88 | Cum |
9 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means | Item11 | 3467.59 | Cum |
10 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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 MoRD Specification Clause 405. using Crusher borken aggregate By Manual Means | Item12 | 5845.25 | Cum |
11 | 11 | 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. Low porosity. | Item13 | 56579.8 | Sqm |
12 | 12 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008. | Item14 | 56579.8 | Sqm |
13 | 13 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30). | Item15 | 3301.99 | Cum |
14 | 14 | 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 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 508. Waste Plastic @ 8% of bitumen.Case -II By mechnical means Bitumen VG-30 | Item16 | 66039.8 | Sqm |
15 | 15 | 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) | Item17 | 66039.8 | Sqm |
16 | 16 | 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 MoRD Specification Clause 1703 | Item18 | ||
17 | 16.01 | (a) 5th Kilometre Stone (precast) | Item19 | 3 | Nos. |
18 | 16.02 | (b) Ordinary Kilometer Stone (Precast) | Item20 | 12 | Nos. |
19 | 16.03 | (c) 200 m stone (precast) | Item21 | 56 | Nos. |
20 | 17 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 | Item22 | ||
21 | 17.01 | (a) 900 mm equilateral triangle | Item23 | 115 | Nos. |
22 | 17.02 | (b) 600 mm circular | Item24 | 16 | Nos. |
23 | 17.03 | (c) 800 mm x 600 mm rectangular | Item25 | 4 | Nos. |
24 | 18 | Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications | Item26 | 95 | Nos. |
25 | 19 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701. upto 0.9 sqm size board | Item27 | 3.6 | Sqm |
26 | 20 | 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 | Item28 | 2 | Nos. |
27 | 21 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification. | Item29 | 2 | Nos. |
28 | 22 | Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification. | Item30 | 1 | Nos. |
29 | 23 | 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. | Item31 | 3370 | Sqm. |
30 | 24 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic | Item32 | 55.5 | Rmt. |
31 | 25 | 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 1106.. 300 mm dia. | Item33 | 150 | Rmt |
32 | 26 | 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 20. Nominal mix (1:2:4) | Item34 | 737.16 | Cum |
33 | 27 | Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501 | Item35 | 4832 | Kg |
34 | 28 | Construction of un-reinforced, without dowel bar, 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 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 MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments | Item36 | 2194.88 | Cum |
35 | 29 | 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 suitable material.. Ordinary soil. Upto 3 m depth. | Item37 | 3192 | Cum |
36 | 30 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km lead . | Item38 | 4320 | Sqm |
37 | 31 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. | Item39 | 270 | Sqm |
38 | 32 | 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 suitable material. | Item40 | ||
39 | 32.01 | (a) Ordinary soil up to 3.0 m depth | Item41 | 599 | cum |
40 | 32.02 | (b) Ord. rock not req. blasting up to 3.0 mt depth | Item42 | 399 | cum |
41 | 33 | 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 15 Nominal mix (1:2.5:5) | Item43 | 330 | cum |
42 | 34 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement morter 1:3 II sort | Item44 | 2091.52 | cum |
43 | 35 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised & cut type | Item45 | 257.099 | Sqm |
44 | 36 | 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 | Item46 | 60 | Nos |
45 | 37 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202 | Item47 | 6.59081 | MT |
46 | 38 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications | Item48 | 2016 | Running m per cm depth |
47 | 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5, M-25 | Item49 | 107 | cum |
48 | 40 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1206.3 | Item50 | 70.16 | cum |
49 | 41 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11, 50mm Thick. | Item51 | 88 | Sqm |
50 | 42 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 Sandy material. Granular material | Item52 | 162.5 | cum |
51 | 43 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | Item53 | 750 | Sqm |
52 | 44 | Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Specification Clause 1401.6 & 1608.2 | Item54 | 48 | Each |
53 | 45 | 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 1106.. 1000 mm dia. | Item55 | 360 | Rmtr |
54 | 115 | Annual maintenance charge on prorata basis as per fixed percentage basis | Item56 | ||
55 | 115.01 | Ist Year - 0.68% | Item57 | 1 | Nos |
56 | 115.02 | 2nd Year - 0.87% | Item58 | 1 | Nos |
57 | 115.03 | 3rd Year - 1.12% | Item59 | 1 | Nos |
58 | 115.04 | 4th Year - 1.31% | Item60 | 1 | Nos |
59 | 115.05 | 5th Year - 1.52% | Item61 | 1 | Nos |
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