|
| 1 | Arimban kulangara Cheranpala road |
| 2 | 11.1.1.1 Excavation for Structures <br> Earthwork in excavation for structures as perdrawing and technical specifications Clause 305.1 including setting out, constructionof shoring and bracing, removal of stumps and other deleterious material and disposalupto a lead of 50 m, dressing of sides and bottom and backfilling in trenches withexcavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth |
| 3 | 11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 |
| 4 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) |
| 5 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I. R.C.C grade M 20
(i) For nominal mix 1:2:4 |
| 6 | OD285925/2025-2026 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete |
| 7 | OD288282/2025-2026 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DAR 51.2.3) |
| 8 | 13.2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 |
| 9 | OD288310/2025-2026 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipes. (as per 19.35.3. of CPWD Buildings) |
| 10 | Kanayamgod road |
| 11 | 11.1.1.1 Excavation for Structures
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.
I. Ordinary soil
(i) Upto 3 m depth |
| 12 | 11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 |
| 13 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) |
| 14 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I. R.C.C grade M 20
(i) For nominal mix 1:2:4 |
| 15 | 13.2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 |
| 16 | OD286375/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil (As per CPWD building item 2.1.1) |
| 17 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401.
(i) For Grading I Material |
| 18 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) |
| 19 | OD291017/2025-2026 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (DAR 51.2.3) |
| 20 | EXCLUSIVE OF GST |
| 21 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 22 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 23 | 3.Rate should be Exclusive of GST. |
| 24 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 25 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 26 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 27 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 28 | GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
