Tender For Various Repair Of Cd Works Under Div. Weir
Tender Value
2.76 Crore
Estimated cost
Bid Submission
21 Oct 2026
2 days left
EMD
5.52 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Various Repair Of Cd Works Under Div. Weir
BOQ
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Dismantling of cememt concrete pavement by mechanical means using pnuematic tool breaking to piece not exceeding 0.02cum in volume and stock pilling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per MoRTH specification. |
| 3 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 4 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 5 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 6 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 7 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 8 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 |
| 9 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 10 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 11 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 12 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 13 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6 |
| 15 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 16 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 17 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 18 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 19 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 20 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.. Random rubble masonry . In 1:4 cement mortar |
| 21 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 22 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 23 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 24 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 25 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 26 | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonary in 1:4 cement mortar |
| 27 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 28 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 29 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 30 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 31 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 32 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material. Granular Sub-Base with Close Graded Material (Table:- 400-1). Plant Mix Method |
| 33 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 34 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 35 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 36 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 37 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 38 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 39 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 40 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 41 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 42 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 43 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 44 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical meansFor Grading-III Material |
| 45 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 46 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 47 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 48 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 49 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 50 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 51 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 52 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 53 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 54 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 55 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 56 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 |
| 57 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 58 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 59 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 60 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 61 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 62 | 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 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate. By Mechanical Means |
| 63 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 64 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 65 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 66 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 67 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 68 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 15. Nominal mix 1:2.5:5 for haunch |
| 69 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 70 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 71 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 72 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 73 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 74 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 15. Nominal mix 1:2.5:5 for haunch |
| 75 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 76 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 77 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 78 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 79 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 80 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 81 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 82 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 83 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 84 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 85 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 86 | 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 MoRTH Specification Clause 305.3 (for 5 Km.) |
| 87 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 88 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 89 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 90 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 91 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 92 | 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 MoRTH Specification Clause 305.3 |
| 93 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 94 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 95 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 96 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 97 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 98 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 |
| 99 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 100 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 101 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 102 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 103 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 104 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. Size 2.00 M x 2.00 M |
| 105 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 106 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 107 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 108 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 109 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 110 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 |
| 111 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 112 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 113 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 114 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 115 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 116 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M |
| 117 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 118 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 119 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 120 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 121 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 122 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 0.75 M x 0.75 M |
| 123 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 124 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 125 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 126 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 127 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 128 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 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 water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 129 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 130 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 131 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 132 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 133 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 134 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 135 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 136 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 137 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 138 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 139 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 140 | 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 |
| 141 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 142 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 143 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 144 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 145 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 146 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additionalborder of 1.25 cm all arount it. |
| 147 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 148 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 149 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 150 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 151 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 |
| 152 | Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 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 foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 153 | Const. of CD work from A/R to Lakhanpur Km. 1/0 to 1/030, 1/500 to 1/530, 3/400 to 3/450 |
| 154 | Const. of CD work from A/R to Luhasa Km. 1/230 to 1/260 |
| 155 | Construction of Ajrouda to Kherli Gadasiya Km. 0/200 to 0/260 |
| 156 | Const. of CD work from Kalsada to Pali Km. 0/210 to 2/250 |
| 157 | Const. of CD work from Mahua to Bayana Road Via Santha Nithar, Ballabhgarh, Weir Road (MDR-117) Km. 6/0 to 6/350 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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