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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82,956Admitted-Finance | ₹82,956 | L1 | Admitted-Finance |
| 2 | L2₹83,230.50+₹274.50 (0.33%)Admitted-Finance | ₹83,230.50+₹274.50 (0.33%) | L2 | Admitted-Finance |
| 3 | L2₹83,230.50+₹274.50 (0.33%)Admitted-Finance | ₹83,230.50+₹274.50 (0.33%) | L2 | Admitted-Finance |
| 4 | L2₹83,230.50+₹274.50 (0.33%)Admitted-Finance | ₹83,230.50+₹274.50 (0.33%) | L2 | Admitted-Finance |
| 5 | L2₹83,230.50+₹274.50 (0.33%)Admitted-Finance | ₹83,230.50+₹274.50 (0.33%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Cotec Builders L8 | J R BUILDTECH L13 | H R BUILDERS L2 | H R ENTERPRISES L2 | M/S HARIOM CONTRACTOR L25 | M/s Ranjeet Construction L25 | M/S CHANDRAMOHAN SINGH RAGHUVANSHI L16 | M/S SHIV SHANKAR KUMAR L25 | MADAN CONSTRUCTION L2 | A P CONSTRUCTION COMPANY L14 | M/S SHEKHAR CONSTRUCTION L25 | M/s RAJBALA ENTERPRISES L26 | BALAJI CONSTRUUCTION L25 | S R S BUILDCON L9 | PRAMOD KUMAR SINGHAL L10 | M/S CHOUDHARY ASSOCIATES L2 | M/S UJJWAL CONSTRUCTION L22 | M/S SUDHISH KUMAR JAIN L19 | M/S MAHIMA CONSTRUCTION L2 | M/S V.K CONTRACTOR L2 | M/S GLOABL ENGINEERS AND INFRASTRUCTURE L23 | M/S SACHIN BUILDERS L2 | M/s Yogesh Kumar Singh L24 | M/S AKANSHA CONSTRUCTION L25 | Raghuvanshi buildtech L11 | Modern engg Associates L4 | Shree Radhey Constructions L25 | M/S MADHAV CONSTRUCTION L25 | A3R ENTERPRISE L11 | M/S JAY CONSTRUCTIONS L7 | M/s Mahadev Constructions L5 | M/s Ashutosh kumar contractor L2 | Mahadev Construction L25 | KEDAR BUILDTECH L12 | Dynamic AssociateS L21 | PROSTYLES DESIGN LAB L15 | KESH RAM CONSTRUCTIONS L25 | M/S ANUJ KUMAR CONTRACTORS L2 | NITICON INFRA L26 | N.K. CONSTRUCTIONS L25 | N.G.Constructions L4 | M/S BRIGHT SANITARY STORE L9 | M/S NIRMAL ASSOCIATES L18 | M/S NIKHIL ASSOCIATES L6 | shri nanva enterprises L23 | Shantanu Infratech L25 | SHIVANSH CONSTRUCTION L1 | M/S VIJAY AND SONS L2 | M/S NIKUNJ ENTERPRISES L2 | M/S SHIV SHAKTI ENTERPRISES L25 | M/S DEVYANI ENTEPRISES L2 | M/S J.S. ELECTRICALS ENGINEERING COMPANY L25 | star enterprises L25 | NAMAN ENTERPRISES L2 | jaswant construction company L23 | R.G. Engineering L17 | PRADHAN CONTRACTOR L2 | SIDDH CONSTRUCTION COMPANY L2 | M/S VINOD SHARMA ENGINEERING WORKS L26 | MAHAKALESHWAR ENGINEERS L3 | JSB ENTERPRISES L23 | M/S RAHUL BUILDERS L25 | M/S MADAN PAL SHARMA L26 | Gobind Construction company L23 | A H CONSTRUCTIONS L25 | M/S ADINATH CONSTRUCTIONS L20 | M/S SHIVA CONSTRUCTION COMPANY L10 | GARGSON INFRATECH PRIVATE LIMITED L25 | U P K V & SONS L25 | M/S DEEPANSHI CONTRACTORS L9 | M/S A V ENTERPRISES L25 | M/S MANBEER SINGH CONTRACTOR L2 | Bhushan Enterprises L25 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet).PWD SOR 2022 17.2.2 | 1 | CUM | 570 ₹570 | 588.5 ₹588.5 | 590 ₹590 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 500 ₹500 Lowest | 600 ₹600 | 590 ₹590 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 582 ₹582 | 582 ₹582 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 590 ₹590 | 590 ₹590 | 600 ₹600 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 540 ₹540 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 582 ₹582 | 550 ₹550 | 590 ₹590 | 600 ₹600 | 580 ₹580 | 600 ₹600 | 520 ₹520 | 600 ₹600 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 540 ₹540 | 582 ₹582 | 589 ₹589 | 576 ₹576 | 600 ₹600 | 600 ₹600 | 585 ₹585 | 590 ₹590 | 590 ₹590 | 600 ₹600 | 590 ₹590 | 600 ₹600 | 600 ₹600 | 590 ₹590 | 600 ₹600 | 570 ₹570 | 590 ₹590 | 590 ₹590 | 600 ₹600 | 510 ₹510 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 600 ₹600 | 599.5 ₹599.5 | 582 ₹582 | 600 ₹600 | 600 ₹600 | 582 ₹582 | 600 ₹600 | 590 ₹590 | 600 ₹600 |
| 2.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge.DSR 2023 16.83 | 1 | SQM | 96 ₹96 | 89.9 ₹89.9 | 95.5 ₹95.5 | 95.5 ₹95.5 | 100.45 ₹100.45 | 100.45 ₹100.45 | 100 ₹100 | 100.45 ₹100.45 | 95.5 ₹95.5 | 90 ₹90 | 100.45 ₹100.45 | 100 ₹100 | 100.45 ₹100.45 | 98 ₹98 | 98 ₹98 | 95.5 ₹95.5 | 100 ₹100 | 100 ₹100 | 95.5 ₹95.5 | 95.5 ₹95.5 | 100 ₹100 | 95.5 ₹95.5 | 100.45 ₹100.45 | 100.45 ₹100.45 | 100.45 ₹100.45 | 90.4 ₹90.4 | 100.45 ₹100.45 | 100.45 ₹100.45 | 100.45 ₹100.45 | 98 ₹98 | 80 ₹80 Lowest | 95.5 ₹95.5 | 100.45 ₹100.45 | 95 ₹95 | 100.45 ₹100.45 | 100 ₹100 | 100.45 ₹100.45 | 95.5 ₹95.5 | 100 ₹100 | 100.45 ₹100.45 | 90.4 ₹90.4 | 98 ₹98 | 98.45 ₹98.45 | 96.43 ₹96.43 | 100 ₹100 | 100.45 ₹100.45 | 94 ₹94 | 95.5 ₹95.5 | 95.5 ₹95.5 | 100.45 ₹100.45 | 95.5 ₹95.5 | 100.45 ₹100.45 | 100.45 ₹100.45 | 95.5 ₹95.5 | 100 ₹100 | 95 ₹95 | 95.5 ₹95.5 | 95.5 ₹95.5 | 100 ₹100 | 85.38 ₹85.38 | 100 ₹100 | 100.45 ₹100.45 | 100 ₹100 | 100 ₹100 | 100.45 ₹100.45 | 100 ₹100 | 98 ₹98 | 100.45 ₹100.45 | 100.45 ₹100.45 | 98 ₹98 | 100.45 ₹100.45 | 95.5 ₹95.5 | 100.45 ₹100.45 |
| 3.00 | Taking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 1 | RMT | 29 ₹29 | 19.2 ₹19.2 Lowest | 28 ₹28 | 28 ₹28 | 30 ₹30 | 30 ₹30 | 25 ₹25 | 30 ₹30 | 28 ₹28 | 20 ₹20 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 29 ₹29 | 29 ₹29 | 28 ₹28 | 30 ₹30 | 30 ₹30 | 28 ₹28 | 28 ₹28 | 30 ₹30 | 28 ₹28 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 27 ₹27 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 29 ₹29 | 20 ₹20 | 28 ₹28 | 30 ₹30 | 28 ₹28 | 30 ₹30 | 20 ₹20 | 30 ₹30 | 28 ₹28 | 30 ₹30 | 30 ₹30 | 27 ₹27 | 29 ₹29 | 30 ₹30 | 28.8 ₹28.8 | 30 ₹30 | 30 ₹30 | 28 ₹28 | 28 ₹28 | 28 ₹28 | 30 ₹30 | 28 ₹28 | 30 ₹30 | 30 ₹30 | 28 ₹28 | 30 ₹30 | 27 ₹27 | 28 ₹28 | 28 ₹28 | 30 ₹30 | 25.5 ₹25.5 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 30 ₹30 | 29.5 ₹29.5 | 29 ₹29 | 30 ₹30 | 30 ₹30 | 29 ₹29 | 30 ₹30 | 28 ₹28 | 30 ₹30 |
| 4.00 | Laying at or near ground level old kerb stones of all types in positionto the required line, level and curvature, jointed with cement mortar
1:3 (1 cement : 3 coarse sand), including making joints with or withoutgrooves (thickness of joints, except at sharp curve, shall not be
more than 5 mm), including making drainage opening whereverrequired etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost) | 1 | RMT | 80 ₹80 | 73 ₹73 | 80 ₹80 | 80 ₹80 | 83.45 ₹83.45 | 83.45 ₹83.45 | 80 ₹80 | 83.45 ₹83.45 | 80 ₹80 | 73.45 ₹73.45 | 83.45 ₹83.45 | 83 ₹83 | 83.45 ₹83.45 | 81 ₹81 | 81 ₹81 | 80 ₹80 | 83 ₹83 | 83 ₹83 | 80 ₹80 | 80 ₹80 | 83 ₹83 | 80 ₹80 | 83.45 ₹83.45 | 83.45 ₹83.45 | 83.45 ₹83.45 | 75.1 ₹75.1 | 83.45 ₹83.45 | 83.45 ₹83.45 | 83.45 ₹83.45 | 81 ₹81 | 80 ₹80 | 80 ₹80 | 83.45 ₹83.45 | 80 ₹80 | 83.45 ₹83.45 | 81 ₹81 | 83.45 ₹83.45 | 80 ₹80 | 83 ₹83 | 83.45 ₹83.45 | 75.1 ₹75.1 | 81 ₹81 | 83 ₹83 | 80.11 ₹80.11 | 83 ₹83 | 83.45 ₹83.45 | 80 ₹80 | 80 ₹80 | 80 ₹80 | 83.45 ₹83.45 | 80 ₹80 | 83.45 ₹83.45 | 83.45 ₹83.45 | 80 ₹80 | 83 ₹83 | 82.2 ₹82.2 | 80 ₹80 | 80 ₹80 | 83 ₹83 | 71 ₹71 Lowest | 83 ₹83 | 83.45 ₹83.45 | 83 ₹83 | 83 ₹83 | 83.45 ₹83.45 | 83 ₹83 | 81 ₹81 | 83.45 ₹83.45 | 83.45 ₹83.45 | 81 ₹81 | 83.45 ₹83.45 | 80 ₹80 | 83.45 ₹83.45 |
| 5.00 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 | 1 | CUM | 750 ₹750 | 778.3 ₹778.3 | 750 ₹750 | 750 ₹750 | 789 ₹789 | 789 ₹789 | 690 ₹690 | 789 ₹789 | 750 ₹750 | 779 ₹779 | 789 ₹789 | 789 ₹789 | 789 ₹789 | 765 ₹765 | 765 ₹765 | 750 ₹750 | 789 ₹789 | 788 ₹788 | 750 ₹750 | 750 ₹750 | 789 ₹789 | 750 ₹750 | 789 ₹789 | 789 ₹789 | 789 ₹789 | 710.1 ₹710.1 | 789 ₹789 | 789 ₹789 | 789 ₹789 | 765 ₹765 | 750 ₹750 | 750 ₹750 | 789 ₹789 | 780 ₹780 | 789 ₹789 | 700 ₹700 | 789 ₹789 | 750 ₹750 | 789 ₹789 | 789 ₹789 | 710.1 ₹710.1 | 765 ₹765 | 788 ₹788 | 757.44 ₹757.44 | 789 ₹789 | 789 ₹789 | 750 ₹750 | 750 ₹750 | 750 ₹750 | 789 ₹789 | 750 ₹750 | 789 ₹789 | 789 ₹789 | 750 ₹750 | 789 ₹789 | 785 ₹785 | 750 ₹750 | 750 ₹750 | 789 ₹789 | 670.65 ₹670.65 Lowest | 789 ₹789 | 789 ₹789 | 789 ₹789 | 789 ₹789 | 789 ₹789 | 788.5 ₹788.5 | 765 ₹765 | 789 ₹789 | 789 ₹789 | 765 ₹765 | 789 ₹789 | 750 ₹750 | 789 ₹789 |
| 6.00 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 | 1 | CUM | 105 ₹105 | 98 ₹98 | 100 ₹100 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 100 ₹100 | 110 ₹110 | 100 ₹100 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 107 ₹107 | 107 ₹107 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 100 ₹100 | 100 ₹100 | 110 ₹110 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 99 ₹99 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 107 ₹107 | 90 ₹90 Lowest | 100 ₹100 | 110 ₹110 | 105 ₹105 | 109 ₹109 | 95 ₹95 | 110 ₹110 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 99 ₹99 | 107 ₹107 | 110 ₹110 | 105.6 ₹105.6 | 110 ₹110 | 110 ₹110 | 100 ₹100 | 100 ₹100 | 100 ₹100 | 110 ₹110 | 100 ₹100 | 110 ₹110 | 110 ₹110 | 100 ₹100 | 110 ₹110 | 105 ₹105 | 100 ₹100 | 100 ₹100 | 110 ₹110 | 93.5 ₹93.5 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 110 ₹110 | 109.5 ₹109.5 | 107 ₹107 | 110 ₹110 | 110 ₹110 | 107 ₹107 | 110 ₹110 | 100 ₹100 | 110 ₹110 |
| 7.00 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). | 1 | CUM | 186 ₹186 | 183 ₹183 | 190 ₹190 | 190 ₹190 | 195.1 ₹195.1 | 195.1 ₹195.1 | 195 ₹195 | 195.1 ₹195.1 | 190 ₹190 | 185.1 ₹185.1 | 195.1 ₹195.1 | 195 ₹195 | 195.1 ₹195.1 | 191 ₹191 | 191 ₹191 | 190 ₹190 | 195 ₹195 | 195 ₹195 | 190 ₹190 | 190 ₹190 | 195 ₹195 | 190 ₹190 | 195 ₹195 | 195.1 ₹195.1 | 195.1 ₹195.1 | 175.59 ₹175.59 | 195.1 ₹195.1 | 195.1 ₹195.1 | 195.1 ₹195.1 | 191 ₹191 | 180 ₹180 | 190 ₹190 | 195.1 ₹195.1 | 190 ₹190 | 193 ₹193 | 185 ₹185 | 195.1 ₹195.1 | 190 ₹190 | 195 ₹195 | 195.1 ₹195.1 | 175.59 ₹175.59 | 191 ₹191 | 195 ₹195 | 187.3 ₹187.3 | 195 ₹195 | 195.1 ₹195.1 | 190 ₹190 | 190 ₹190 | 190 ₹190 | 195.1 ₹195.1 | 190 ₹190 | 195.1 ₹195.1 | 195.1 ₹195.1 | 190 ₹190 | 195 ₹195 | 192.1 ₹192.1 | 190 ₹190 | 190 ₹190 | 195 ₹195 | 165.84 ₹165.84 Lowest | 195 ₹195 | 195.1 ₹195.1 | 195 ₹195 | 195 ₹195 | 195.1 ₹195.1 | 195 ₹195 | 191 ₹191 | 195.1 ₹195.1 | 195.1 ₹195.1 | 191 ₹191 | 195.1 ₹195.1 | 190 ₹190 | 195.1 ₹195.1 |
| 8.00 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } | 1 | CUM | 3,800 ₹3,800 | 3,989 ₹3,989 | 3,900 ₹3,900 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,990 ₹3,990 | 4,000 ₹4,000 | 3,900 ₹3,900 | 3,990 ₹3,990 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 3,900 ₹3,900 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,600 ₹3,600 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 380 ₹380 Lowest | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,995 ₹3,995 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,600 ₹3,600 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,840 ₹3,840 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 3,900 ₹3,900 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,995 ₹3,995 | 3,900 ₹3,900 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,400 ₹3,400 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,999 ₹3,999 | 3,900 ₹3,900 | 4,000 ₹4,000 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 | 3,900 ₹3,900 | 4,000 ₹4,000 |
| 9.00 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) | 1 | CUM | 4,912 ₹4,912 | 5,156 ₹5,156 | 5,050 ₹5,050 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,169 ₹5,169 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,160 ₹5,160 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,020 ₹5,020 | 5,020 ₹5,020 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 4,653 ₹4,653 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,020 ₹5,020 | 5,000 ₹5,000 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,100 ₹5,100 | 5,168 ₹5,168 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,170 ₹5,170 | 4,653 ₹4,653 | 5,020 ₹5,020 | 5,170 ₹5,170 | 4,963.2 ₹4,963.2 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,045 ₹5,045 | 5,050 ₹5,050 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,170 ₹5,170 | 5,165 ₹5,165 | 5,050 ₹5,050 | 5,050 ₹5,050 | 5,170 ₹5,170 | 4,394.5 ₹4,394.5 Lowest | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,169.5 ₹5,169.5 | 5,020 ₹5,020 | 5,170 ₹5,170 | 5,170 ₹5,170 | 5,020 ₹5,020 | 5,170 ₹5,170 | 5,050 ₹5,050 | 5,170 ₹5,170 |
| 10.00 | 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW | 1 | SQM | 190 ₹190 | 185 ₹185 | 195 ₹195 | 195 ₹195 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 195 ₹195 | 190 ₹190 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 194 ₹194 | 194 ₹194 | 195 ₹195 | 200 ₹200 | 199 ₹199 | 195 ₹195 | 195 ₹195 | 200 ₹200 | 195 ₹195 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 180 ₹180 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 194 ₹194 | 180 ₹180 | 195 ₹195 | 200 ₹200 | 195 ₹195 | 199 ₹199 | 200 ₹200 | 200 ₹200 | 195 ₹195 | 200 ₹200 | 200 ₹200 | 180 ₹180 | 194 ₹194 | 197 ₹197 | 192 ₹192 | 200 ₹200 | 200 ₹200 | 190 ₹190 | 195 ₹195 | 195 ₹195 | 200 ₹200 | 195 ₹195 | 200 ₹200 | 200 ₹200 | 195 ₹195 | 200 ₹200 | 195 ₹195 | 195 ₹195 | 195 ₹195 | 200 ₹200 | 170 ₹170 Lowest | 200 ₹200 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 200 ₹200 | 199.5 ₹199.5 | 194 ₹194 | 200 ₹200 | 200 ₹200 | 194 ₹194 | 200 ₹200 | 195 ₹195 | 200 ₹200 |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
24 Jan 2026, 3:00 pmClosed
CE
Ghaziabad Nagar Nigam
Ghaziabad Nagar Nigam chetra k antargat puliya, nali, dividor, footpath, sadak side patri marammat, nirman, baricatking k karyo hetu daro ka nirdharan
2026_DOLBU_1106881_32
106/Nirman/2025-26 Date 16.01.2026
Open Tender
Civil Works
Percentage
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,416
₹1 L
10 Apr 2026
19 Jan 2026
24 Jan 2026
19 Jan 2026
24 Jan 2026
19 Jan 2026
Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet).PWD SOR 2022 17.2.2
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge.DSR 2023 16.83
Taking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying at or near ground level old kerb stones of all types in positionto the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or withoutgrooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening whereverrequired etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost)
Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1
Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a).
S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 }
First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)
12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW
Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03.
S/L of stone ballast 40 to 63 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR
Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR
Consolidation of stone aggregates of 45-63 mm/22.4- 53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1
Laying of Interlocking Tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge.AS PER PWD
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022.
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Red color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022.
Supply & laying 100 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022.
S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a).
R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .)
Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM
S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness 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 streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR 2022 SI.N. 22.02 NEW ITEM )
Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l( SOR 2022 SI.N. 22.05 NEW ITEM )
M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.PWD SOR 2022 10.21 .
Same as in item 502 above but in M.S. Grills & Stair case railing.
Providing and placing in position 100 mm thick factory made machinebatched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheetduly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete asper direction of Engineer-in-Charge.
Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. AS PER PWD SOR 2022 662 NEW ITEM .
Providing wall putty on old surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats.AS PER PWD SOR 2022 662 NEW ITEM .
Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work..AS PER PWD SOR 2022 660 NEW ITEM .
Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).AS PER PWD SOR 2022 17.12.
Finishing wall with weather coat of approved make and quality on old surface with two or more coat to give an even shade after throughly brushing the surface free from mortar droping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM .
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3(1 cement : 1.5 coarsesand : 3 graded stone aggregate12.5 mm nominal size) with wooden plugs or 6mm barnibs wherever required as per direction of Engineer-incharge(cost of earth works in excavation, concrete worksinfoundation to be paid separately).
Fencing with R.C.C. post placed at required distance, embedded incement concrete blocks, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two postsfitted and fixed with G.I. staples on wooden plugs or G.I. binding wiretied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per metre cost of total length of barbed wire used.16.17.1 With G.I. barbed wire
Painting or varnishing work in small areas ornew wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISi no. 103-1950. As in item (641) above but for every coat after first coat
Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).
Supply and fixing Galvanized corrugated iron roofing in position including supply of all materials, labour, Tools &plants etc. required for proper completion of the work and including wastage.1.00 MM THICK
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes. 110 MM DIA
Barricading of two rows with wooden ballies of height of 5 to 6 feet avobe the ground level & diameter 10 to 15 cm which is embedded 45 cm bellow the ground level. SOR 2025 SI-26 a pakka
Barricading of two rows with wooden ballies of height of 5 to 6 feet avobe the ground level & diameter 10 to 15 cm which is embedded 45 cm bellow the ground level. SOR 2025 SI-26 b kaccha
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.size 600x600mm
Supply and fixing 6 mm. (¼") China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants.
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 250 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 350 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 450/500 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 600 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 900 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 1000 mm dia
Laying and jointing of Hume pipe in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testeing of joints complete, labour and T&P etc. required for proper completion of the work.NP-3 PIPE 1200 mm dia
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408.Cast-in-Situ Cement Concrete M 20 Kerb
sand of Coarse approved quarry (Finess modules 2.20) at site of work
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 2023 17.1.1
Providing and fixing white viterous china pedestal type water closet (European type) water closet with seat and lid 10 liter low level white viterious china flushing cistern & C.P flush bend with fittings and C.I brackets 40 mm flush bend overflow arrangement with special of standard make and mosquito proof coupling of approved muncipal design complete including painting of fittings and brackets cutting and making good the walls and floor wherever required. DSR 17.3.1/2023
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