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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 Cr+₹21.3 L (4.63%)Admitted-Finance NEAR APEX SCHOOL NH 15 SANCHORE DISTT JALORE | SANCHORE | JALORE | RAJASTHAN | ₹4.8 Cr+₹21.3 L (4.63%) | L2 | Admitted-Finance |
| 3 | L3₹5.0 Cr+₹40.8 L (8.88%)Admitted-Finance OPP PANCHYAT SAMITTI STATION ROAD BHINMAL DISTT JALORE | BHINMAL | JALORE | RAJASTHAN | ₹5.0 Cr+₹40.8 L (8.88%) | L3 | Admitted-Finance |
| 4 | L4₹5.3 Cr+₹74.3 L (16.2%)Admitted-Finance C 246 RIICO COLONY ABU ROAD DISTT SIROHI | ABU ROAD | SIROHI | RAJASTHAN | ₹5.3 Cr+₹74.3 L (16.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical BARMER | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | m/s bhajanlal vishnoi construction company L1 | M/s. Punamchand Bharmal Deegave L2 | BHINMAL CONTRACTORS PROPERTY AND LAND DEVELOPERS PRIVATE LIMITED L3 | NARESH INFRA PROJECT LVT LTD L4 |
|---|---|---|---|---|---|---|---|
| 1.00Part A Pavement Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. By Manual Means | |||||||
| 1.01 | T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal | 3.06 | Hect. | - | - | - | - |
| 1.02 | T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad | 4.38 | Hect. | - | - | - | - |
| 2.00Excavation for roadway in soil by mechanical means 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. | |||||||
| 2.01 | T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal | 9,220.87 | Cum | - | - | - | - |
| 2.02 | T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad | 883.15 | Cum | - | - | - | - |
| 3.00Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | |||||||
| 3.01 | T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal | 3,842.03 | Cum | - | - | - | - |
| 3.02 | T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad | 367.98 | Cum | - | - | - | - |
| 4.00Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRD Specification Clause 302.3.5 | |||||||
Tender Value
₹8.5 Cr
EMD Value
₹17.1 L
Closing Date
17 Aug 2020, 12:00 pmClosed
Addl. Chief Engineer, PWD Zone Jodhpur
Addl. Chief Engineer, PWD Zone Jodhpur
Upgradation of Rural Roads in District Jalore under PMGSY-III (Batch-I), WB RRP-II. Package No. RJ18/P3/2019/05
2020_CERJ_97020_5
NIT No 03 of 2020-21 of ACE PWD Zone jodhpur
National Competitive Bid
Civil Works - Roads
Item Rate
300 days
Jalore
Please Refer Tender documents
8 documents required · 8 mandatory
₹5,000
Addl. Chief Engineer, PWD Zone Jodhpur
₹17.1 L
Yes
Addl. Chief Engineer, PWD Zone Jodhpur
31 Aug 2020
24 Jul 2020
17 Aug 2020
28 Jul 2020
17 Aug 2020
28 Jul 2020
7 Aug 2020
Amount
Part A Pavement Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. By Manual Means
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Excavation for roadway in soil by mechanical means 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.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRD Specification Clause 302.3.5
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Add extra for each additional Lead of 50m or part there of above the first 50m for all soils upto 500m Lead
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 50 m as per MoRD Specification Clause 303.1.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Extra rate for carriage of mixed material additional lead from in item 4.9 Lead 30 KM
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penet ration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen Bitumen VG-30
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510. By Mechanical Means Bitumen (VG-30). Type-B
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30) Levelling Course
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (B) CC Pavement Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202 ,By Mechanical Means. Bituminous Courses
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Extra rate for carriage of mixed material additional lead from in item 4.9 Lead 30 KM
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works backfilling , concrete and msonry works in head walls and parapets Clause 1106.300 mm dia.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (C) Protection Wall Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (D) Side Drain Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (E) Flush Causeway Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr. depth.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC grade M-10 Nominal Mix 1 : 3 :6.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Extra rate for carriage of mixed material additional lead from in item 4.9 Lead 30 KM
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
PART (F) C.D. Work Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204. Random rubble masonry In 1:3 cement mortar
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Plastering with cement mortar (1:3) 20 mm thick on brickwork in parapet as per MoRD specifications Clauses 613.4 and 1208.4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (G) Pipe Culvert Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8. Sandy material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Extra rate for carriage of mixed material additional lead from in item 4.9 Lead 30 KM
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (H) Syphone Earth in excavation for structures as per drawing and techical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 0 m, dressing of sides and bottom and backfilling in trenches with excavated suitlable material. Ordinary Soil upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203.P.C.C. grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202 & 1203. Random Rubble Masonry in cement mortar 1:4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Pointing with cement mortar (1:3) on stone masanory as per drawing tech. spec. cla. 613.3 & 1204.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works backfilling , concrete and msonry works in head walls and parapets Clause 1106. 300 mm dia
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Plastering with cement mortar 1:4 20mm thick on stone masonryin substructure as per tech. Spec. cla. 613.4 & 1204.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc. complete as per drawing and technical specification Clause 615,710 and 1204.3.11.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Part (I) CD Work Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5. For height upto 5 m R.C.C. grade M 30
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Supplying, fitting and placing HYSD bar reinforcement in superstructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Sandy material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and MoRD specifications Clauses 800, 900 and 1208.3
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Part (J) CD Work Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 .P.C.C grade M 10 Nominal mix 1:3:6
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in Cement Mortar 1 : 4
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5. For height upto 5 m R.C.C. grade M 30
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Supplying, fitting and placing HYSD bar reinforcement in superstructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Sandy material
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. (50 mm thick)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and MoRD specifications Clauses 800, 900 and 1208.3
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
Part (K) Road Furniture Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. Ordinary Kilometer Stone (Precast) 5 Km Stone (Precast)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Ordinary Km Stone (Precast)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
200 M Stone (Precast)
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 900 mm equilateral triangle
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
600 mm circular
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
600 mm x 450 mm rectangular
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 upto 0.9 sqm size board
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Cut Stone boundary pillars/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
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
T02 Raniwara Kot Ki Dhani -Jalara Khurd- Vadal
T09 Malwada-Akhrad-Dadoki-Charpatiya-Billad
Annual maintenance charge on prorata basis as per fixed percentage basis
1st Year : 0.68%
2nd Year : 0.87%
3rd Year : 1.12%
4th Year : 1.31%
5th Year : 1.52%
M/s. Punamchand Bharmal Deegave
BHINMAL CONTRACTORS PROPERTY AND LAND DEVELOPERS PRIVATE LIMITED
NARESH INFRA PROJECT LVT LTD
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