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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9,451Admitted-Finance | ₹9,451 | L1 | Admitted-Finance |
| 2 | L2₹9,474+₹23 (0.24%)Admitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | ₹9,474+₹23 (0.24%) | L2 | Admitted-Finance |
| 3 | L3₹10,786+₹1,335 (14.1%)Admitted-Finance | ₹10,786+₹1,335 (14.1%) | L3 | Admitted-Finance |
| 4 | L4₹13,359.30+₹3,908.30 (41.4%)Admitted-Finance | ₹13,359.30+₹3,908.30 (41.4%) | L4 | Admitted-Finance |
| 5 | L5₹14,193+₹4,742 (50.2%)Admitted-Finance | ₹14,193+₹4,742 (50.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RSC L1 | Dhaka Construction Company L3 | KATARIYA ENTERPRISES L5 | M/S SHIKHAR ENTERPRISES L4 | M.K.CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|
| 1.10 | Dismantling of existing structures like culverts, bridges, retaining Cement Concrete Grade M-15 and above and PCC blocks walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. | 1 | CUM | 351 ₹351 | 10 ₹10 Lowest | 10 ₹10 Lowest | 350 ₹350 | 10 ₹10 Lowest |
| 1.20 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Stone, boulders, gravelly material | 1 | CUM | 101 ₹101 | 10 ₹10 | 10 ₹10 | 50 ₹50 | 5 ₹5 Lowest |
| 1.30 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | 1 | SQM | 21 ₹21 | 41 ₹41 | 10 ₹10 | 41 ₹41 | 1 ₹1 Lowest |
| 1.40 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | CUM | 2,351 ₹2,351 | 2,900 ₹2,900 | 2,500 ₹2,500 | 2,500 ₹2,500 | 2,060 ₹2,060 Lowest |
| 1.50 | Providing and laying un-reinforced, dowel jointed, plain cement PCC M-20 concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and aintenance of diversion. | 1 | CUM | 5,174 ₹5,174 | 5,700 ₹5,700 | 5,500 ₹5,500 | 5,000 ₹5,000 Lowest | 5,000 ₹5,000 Lowest |
| 1.60 | Providing and fixing of precast concrete interlocking tiles of desired 80mm thick shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking
load etc. as per BS 6717:2001, Grey cement. | 1 | SQM | 461 ₹461 Lowest | 700 ₹700 | 500 ₹500 | 600 ₹600 | 585 ₹585 |
| 1.70 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - I Material | 1 | CUM | 10 ₹10 Lowest | 10 ₹10 Lowest | 10 ₹10 Lowest | 30 ₹30 | 10 ₹10 Lowest |
| 1.80 | Grading - III Material | 1 | CUM | 10 ₹10 Lowest | 500 ₹500 | 10 ₹10 Lowest | 30 ₹30 | 10 ₹10 Lowest |
| 1.90 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | SQM | 28 ₹28 | 10 ₹10 Lowest | 20 ₹20 | 33.7 ₹33.7 | 31 ₹31 |
| 2.00 | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | SQM | 7 ₹7 Lowest | 11 ₹11 | 8 ₹8 | 12 ₹12 | 12 ₹12 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Officer
Office Nagarpalika Ramgarh
Item Rate Contract for Repair and construction of road by Bituminous and Cement Concrete in Zone A (Ward no. 01 to 07) Ramgarh Shekhawati
2026_DLB_580875_1
npara/26-27/360
Open Tender
Civil Works
Item Rate
365 days
Ramgarh Shekhawati
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer, MD RISL
₹40,000
Yes
14 Aug 2026
3 Aug 2026
12 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | Dismantling of existing structures like culverts, bridges, retaining Cement Concrete Grade M-15 and above and PCC blocks walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. | 1 | CUM | 678 | ₹678 |
| 1.2 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::Stone, boulders, gravelly material | 1 | CUM | 197.03 | ₹197.03 |
| 1.3 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | 1 | SQM | 41 | ₹41 |
| 1.4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | CUM | 2,955 | ₹2,955 |
| 1.5 | Providing and laying un-reinforced, dowel jointed, plain cement PCC M-20 concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and aintenance of diversion. | 1 | CUM | 5,790 | ₹5,790 |
| 1.6 | Providing and fixing of precast concrete interlocking tiles of desired 80mm thick shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking
load etc. as per BS 6717:2001, Grey cement. | 1 | SQM | 792 | ₹792 |
| 1.7 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - I Material | 1 | CUM | 1,173 | ₹1,173 |
| 1.8 | Grading - III Material | 1 | CUM | 1,157 | ₹1,157 |
| 1.9 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | SQM | 33.7 | ₹33.7 |
| 2 | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1 | SQM | 12 | ₹12 |
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