Tender For I) L - 507 Agartala Sabroom Road To Pushkar Bari., Package No-Tr-08-27 P5 (Length-0.960 Km) & Ii) L - 502 Satarmura Veluarchar Road To Joymangal Para., Package No-Tr-08-25 P5 (Length-1.280 Km) Under Charilam Block.
Tender Value
3.23 Crore
Estimated cost
Bid Submission
05 Sep 2026
10 days left
EMD
6.47 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sepahijala → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for I) L - 507 Agartala Sabroom Road To Pushkar Bari., Package No-Tr-08-27 P5 (Length-0.960 Km) & Ii) L - 502 Satarmura Veluarchar Road To Joymangal Para., Package No-Tr-08-25 P5 (Length-1.280 Km) Under Charilam Block.
BOQ
| Sl. No. | Item Description |
| 1 | 1. L - 507 Agartala Sabroom Road To Pushkar Bari., Package No-TR-08-27 P5 (Length-0.960 km) under Charilam block |
| 2 | Clearing & grubbing |
| 3 | 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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.(II) By Mechanical Means(A) In area of non-thorny jungle |
| 4 | Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps |
| 5 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.(B) Lead upto 1000m |
| 6 | (i) Girth above 300 mm to 600 mm |
| 7 | (ii) Girth above 600 mm to 900 mm |
| 8 | (iii) Girth above 900 mm to 1800 mm |
| 9 | Dismantling of structure |
| 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.By Manual Means |
| 11 | A) Cement Concrete |
| 12 | B) Reinforced Cement Concrete |
| 13 | Dismantling Brick/Tile Work as per Technical Specification No. 202 |
| 14 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Specification Clause 202. |
| 15 | B) Cement mortar |
| 16 | Removing all types of Hume pipes. |
| 17 | Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 . |
| 18 | Above 600 mm to 900 mm dia Hume pipe |
| 19 | Setting Out ( As per drawing enclosed ) ( using PCC with jhama brick aggregate ) |
| 20 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 21 | Dismantling of Brick soling |
| 22 | Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000m as per MoRD Technical Specification Clause 202 Technical Specification Clause 202 |
| 23 | (II) By Mechanical Means |
| 24 | Labour charge for Breaking of jhama bats / jhama bricks / 1st class bricks. |
| 25 | Breaking of jhama bats / jhama bricks / 1st class bricks ( including bigger lumps ) into metal / chips / aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m. |
| 26 | (ii) Required sizes for GSB ( 53 mm to 0.075 mm ) as per MoRD Technical Specification Clause 401. |
| 27 | Compacting orginal ground supporting embankment. |
| 28 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 29 | Compacting original ground supporting subgrade /sub-baseLoosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade constuction as per Technical Specification Clause 303.5.2 |
| 30 | (ii) Excavation in Soil with Dozer with lead upto 100 m. |
| 31 | Excavation for roadway in soil by mechanical means with Dozer 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 as per Technical Specification Clause 302.3 |
| 32 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 33 | 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 34 | Construction of Embankment with Materials Obtained from Roadway Cutting |
| 35 | Construction of Embankment with approved materials deposited at site from roadway 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 |
| 36 | A. For spreading beyond 100 m |
| 37 | B. For spreading within 100 m |
| 38 | Construction of Subgrade and Earthen Shoulders |
| 39 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cutting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. |
| 40 | B. With approved materials obtained from roadway cutting |
| 41 | Protection Work |
| 42 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary SoilUpto 3 m depth |
| 43 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9Sand filling |
| 44 | Providing concrete for plain concrete ( using jhama brick aggregate) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.P.C.C grade M 10 ( Using Jhama Brick Aggregate )(i) Nominal mix 1:3:6 |
| 45 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 In 1:4 cement mortar |
| 46 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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 |
| 47 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5.A. Driven at least 900 mm below ground and 1200 mm above ground on average |
| 48 | Bamboo Palasiding With CC PillarSingle bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia driven and closely packed @ 150 mm c/c including RCC M25 post (125mmx125mm) @1 mtr c/c duly embeded in Cement Concrete M-15 grade blocks of 300 mm x300mm x 600mm, 450 mm below ground level as per approved drawings, fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5. |
| 49 | Surface Drain |
| 50 | Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Surface Drains in Ordinary Soil (B) Mechanical Means |
| 51 | Road side Pucca drains. |
| 52 | Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.B. Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mmI. In Ordinary Soil |
| 53 | Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate |
| 54 | A. By Mix in Place MethodConstruction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.II. For Grading - II Material ( jhama brick aggregate ) |
| 55 | GRANULAR SUB BASES FROM DISMANTLED MATERIALS |
| 56 | Charge for construction of Granular Sub-base |
| 57 | Charge for Construction of granular sub-base by providing well graded material ( 53 mm to 0.075 mm Jhama Brick Aggregate , Grading-II ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.( excluding the cost of jhama aggregate which are available at site only).II. For Grading - II MaterialA. By Mix in Place Method |
| 58 | Wet Mix Macadam. |
| 59 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 60 | SURFACE COURSE (Non - Bituminous ) |
| 61 | Prime CoatLow PorosityProviding 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. |
| 62 | Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 63 | Mix Seal Surfacing 20 mm with bitumen VG-30 |
| 64 | Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen 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 , finishing to required level and grades as per Technical Specification Clause 509.B) By Mechanical MeansType - BII) Bitumen VG-30 |
| 65 | Traffic Signs (using jhama brick aggregate in CC/ PCC) |
| 66 | A. Retro-reflectorised Traffic SignsProviding 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 M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801ii. with 600 mm equilateral triangle aluminium sheeting |
| 67 | with 600 mm circular aluminium sheeting |
| 68 | with 600 x 450 mm rectangular aluminium sheeting (Used as Chevron) |
| 69 | B) Semi Reflective Traffic SignsProviding and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and Technical Specification Clause 1701. |
| 70 | Road DelineatorsProviding and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806. |
| 71 | Rumbble StripsProvision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint |
| 72 | Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) |
| 73 | Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometre Stone(precast) |
| 74 | 200 m Stone(precast) |
| 75 | Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / 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. |
| 76 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. |
| 77 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade ( with jhama brick aggregate ) 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 Technical Specification Clause 1401.6 In Ordinary Soil |
| 78 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on 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 |
| 79 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface |
| 80 | Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803. |
| 81 | Providing and Fixing 'Logo' of PMGSY Project |
| 82 | 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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 |
| 83 | Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project |
| 84 | Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 |
| 85 | A. Board 'A' |
| 86 | Logo board/Logo Board at starting point |
| 87 | Providing and fixing of typical PMGSY \\"Logo board /Logo Board at starting point\\" as per drawings and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75 mm x 75 mm of 12 swg sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, coat of carriage & fixing and all other incidential charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 88 | Providing and fixing Maintenance board |
| 89 | Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm, 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board \\"A\\". |
| 90 | Box Culvert |
| 91 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 92 | In Ordinary SoilUpto 3m depth |
| 93 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9I. Sand filling |
| 94 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.I. P.C.C grade M 10 ( Using Jhama Brick Aggregate )i) Nominal mix 1 : 3 : 6 |
| 95 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.II. P.C.C grade M 15 i) Nominal mix 1 : 2.5 : 5 |
| 96 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.VI) RCC grade M25 i) Upto 5m height |
| 97 | Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202 |
| 98 | Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 |
| 99 | II. RCC M 25i. For height upto 5 m |
| 100 | Supplying, fitting,&placingHYSDbar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 101 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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 |
| 102 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 |
| 103 | Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 104 | Maintenance |
| 105 | Total for 1st year maintenance (including 18% GST) |
| 106 | Total for 2nd year maintenance (including 18% GST) |
| 107 | Total for 3rd year maintenance (including 18% GST) |
| 108 | Total for 4th year maintenance (including 18% GST) |
| 109 | Total for 5th year maintenance (including 18% GST) |
| 110 | 2. L - 502 Satarmura Veluarchar Road To Joymangal Para., Package No-TR-08-25 P5 (Length-1.280 km) under Charilam block. |
| 111 | Clearing & grubbing |
| 112 | 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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.ii. By Mechanical MeansA. In area of non-thorny jungle |
| 113 | Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps |
| 114 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.Lead upto 1000m |
| 115 | Girth above 300 mm to 600 mm |
| 116 | Girth above 600 mm to 900 mm |
| 117 | Girth above 900 mm to 1800 mm |
| 118 | Dismantling of Structures |
| 119 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.(II) By Manual Means |
| 120 | Cement Concrete |
| 121 | Reinforced Cement Concrete |
| 122 | Dismantling Brick/Tile Work as per Technical Specification No. 202 |
| 123 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Specification Clause 202.B) Cement Mortar |
| 124 | Removing all types of Hume pipes. |
| 125 | Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 . |
| 126 | Above 600 mm to 900 mm dia Hume pipe |
| 127 | Setting Out ( As per drawing enclosed ) ( using PCC with jhama brick aggregate ) |
| 128 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 129 | Dismantling of Brick soling |
| 130 | Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000m as per MoRD Technical Specification Clause 202 Technical Specification Clause 202 |
| 131 | ii. By Mechanical Means |
| 132 | Labour charge for Breaking of jhama bats / jhama bricks / 1st class bricks. |
| 133 | Breaking of jhama bats / jhama bricks / 1st class bricks ( including bigger lumps ) into metal / chips / aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m. |
| 134 | Required sizes for GSB ( 53 mm to 0.075 mm ) as per MoRD Technical Specification Clause 401. |
| 135 | Compacting Original ground Compacting orginal ground supporting embankment. |
| 136 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 137 | Compacting original ground supporting subgrade /sub-baseLoosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade constuction as per Technical Specification Clause 303.5.2 |
| 138 | (ii) Excavation in Soil with Dozer with lead upto 100 m. |
| 139 | Excavation for roadway in soil by mechanical means with Dozer 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 as per Technical Specification Clause 302.3 |
| 140 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 141 | 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 142 | Construction of Embankment with Materials Obtained from Roadway Cutting |
| 143 | Construction of Embankment with approved materials deposited at site from roadway 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 |
| 144 | A. For spreading beyond 100 m |
| 145 | B. For spreading within 100 m |
| 146 | Construction of Subgrade and Earthen Shoulders |
| 147 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cutting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. |
| 148 | With approved materials obtained from borrow pits |
| 149 | With approved materials obtained from roadway cutting |
| 150 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate |
| 151 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 152 | Charge for construction of Granular Sub-base |
| 153 | Charge for Construction of granular sub-base by providing well graded material ( 53 mm to 0.075 mm Jhama Brick Aggregate , Grading-II ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.( excluding the cost of jhama aggregate which are available at site only).for Grading-II MaterialBy Mix in Place Method |
| 154 | Wet Mix Macadam |
| 155 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 156 | Prime CoatProviding 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. |
| 157 | Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 158 | Mix Seal Surfacing 20 mm with bitumen VG-30Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen 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 , finishing to required level and grades as per Technical Specification Clause 509. |
| 159 | Type B, Bitumen VG-30 |
| 160 | PROTECTION WORK |
| 161 | Excavation for StructuresA. Without dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil.ii. upto 3m depth |
| 162 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9i. Sand filling |
| 163 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.i. P.C.C grade M 10 ( Using Jhama Brick Aggregate )II. Nominal mix 1:3:6 |
| 164 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 i. P.C.C grade M 10 ( Using Jhama Brick Aggregate )II. in 1:4 cement mortar |
| 165 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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. |
| 166 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5.A. Driven at least 900 mm below ground and 1200 mm above ground on average |
| 167 | I. Bamboo Palasiding With CC PillarSingle bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia driven and closely packed @ 150 mm c/c including RCC M25 post (125mmx125mm) @1 mtr c/c duly embeded in Cement Concrete M-15 grade blocks of 300 mm x300mm x 600mm, 450 mm below ground level as per approved drawings, fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5. |
| 168 | Surface DrainConstruction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.A. Surface Drains in Ordinary Soil i. Mechanical Means |
| 169 | Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm(a) In Ordinary Soil |
| 170 | Logo board/Logo Board at starting point |
| 171 | Providing and fixing of typical PMGSY \\"Logo board /Logo Board at starting point\\" as per drawings and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75 mm x 75 mm of 12 swg sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, coat of carriage & fixing and all other incidential charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 172 | Providing and fixing 'Logo' of PMGSY Project |
| 173 | Logo of PMGSY Project: 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 25mm x 5mm 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 75mm 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 |
| 174 | Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project |
| 175 | Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1A. Board \\"A\\" |
| 176 | Providing and fixing Maintenance board |
| 177 | Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm, 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1-. |
| 178 | Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) : |
| 179 | Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703. |
| 180 | ii) Ordinary Kilometre Stone (Precast) : |
| 181 | iii) 200 Metre Stone (Precast) : |
| 182 | Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)Plain cement concrete M15 grade (using jhama brick aggregate and reinforcement) boundary pillar / 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 |
| 183 | Guard Post |
| 184 | Construction of RCC guide posts of 250 mm dia and total 600 mm long (300 mm below GL) M15 grade (with jhama brick aggregate) 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 Technical Specification Clause 1401.6In Ordinary soil |
| 185 | Traffic Signs ( using jhama brick aggregate in CC/ PCC ) |
| 186 | Retro-reflectorised Traffic Signs: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 M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801 |
| 187 | ii) with 600 mm equilateral triangle aluminium sheeting |
| 188 | iii) with 600 mm circular aluminium sheeting |
| 189 | v) with 600 x 450 mm rectangular aluminium sheeting (Used as Chevron) |
| 190 | Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC) |
| 191 | Semi Reflective Traffic Signs:Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and Technical Specification Clause 1701. |
| 192 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work |
| 193 | Painting lines, dashes, arrows, etc. on roads in two coats on 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 |
| 194 | Road Markers/Road Stud with Lens Reflector:Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. |
| 195 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads onBituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., 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 as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 196 | Rumbble Strips |
| 197 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint |
| 198 | Road Delineators |
| 199 | Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806. |
| 200 | Box culvart |
| 201 | A. Without dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.i) in ordinary soili. upto 3 m depth |
| 202 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9i. Sand filling |
| 203 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.i. P.C.C grade M 10 (Using Jhama Brick Aggregate)II. Nominal mix 1:3:6 |
| 204 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.i. P.C.C grade M 15 II. Nominal mix 1 : 2.5 : 5 |
| 205 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.(VI) RCC grade M25i) Upto 5 m height |
| 206 | Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202 |
| 207 | Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 VI)R.C.C grade M-25 i)upto 5 m height |
| 208 | Supplying, fitting,&placingHYSDbar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 209 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards outward face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification for rural Roads including curing complete. |
| 210 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 |
| 211 | Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 212 | Maintenance |
| 213 | Total for 1st year maintenance (including 18% GST) |
| 214 | Total for 2nd year maintenance (including 18% GST) |
| 215 | Total for 3rd year maintenance (including 18% GST) |
| 216 | Total for 4th year maintenance (including 18% GST) |
| 217 | Total for 5th year maintenance (including 18% GST) ● The Total cost is inclusive of GST @ 18% but Excluding maintenance Cost and ● Maintenance amount is pre-specified by the authority as mentioned above. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
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CompletedSep 05, 2026
17:00 IST
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Upcoming · 10 daysSep 05, 2026
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