8.01. SUB TOTAL 1 1,168, ADD 16% VAT 187, TOTAL 1,356, Total Carried Forward to Form of Tender:

Transcription

1 Contract No WARD NAM AINAMOI WARD ROAD NAME 3.30 KM SUMMARY Bill No. Description Amount Preliminary and General Items 1.01 Allow a prime cost sum of Ksh.20,000 for Engineer's miscellaneous account and material Control test P.C. 1 20, , Allow a prime cost sum of Ksh.20,000 for road signages as instructed P.C. 1 20, , Allow a prime cost sum of Ksh.15,000 for Office eqpuipment and stationery P.C. 1 15, , , Site clearance and topsoil stripping 4.01 Clear site on road reserve including removal of trees, hedges, bushes and other vegetation or deleterious organic materials, grub up roots SM 9, , Ditto above but for removal of stumps of girth between 900mm- 1500mm dia. NO , Ditto above but for removal of stump of girth greater than 1500mm dia NO , , Earthworks 5.01 Excavate and place the excavated material as fill or in spoil areas as approved by the Engineer CM as for item 5.01 but in hard CM Compacted original ground under fill or cut to 95% MDD(AASHTO T99) CM Culverts and Drainage Works 8.01 Excavation in soft material for pipe culverts and subsoil drains, headwalls, wing walls, apron, toe walls and drop inlets, minor drainage structures and compact as specified or as directed by Engineer M , As for Item 8.01 but in hard material M Provide, lay and joint 600mm diameter precast concrete pipes M , , As for item 8.03 but 900mm dia. concrete pipes for cross culverts. M 6, As for item 8.03 but 1200mm dia. concrete Pipe M Provide and place class 15/20 concrete to beds, surrounds and haunches M , , Provide and place class 20/20 concrete to head walls, wingwalls, aprons toe M , , Install masontry scour checks M 8.09 Desilting of existing culverts M , Grading and Gravelling Light grading on the carriageway to control roughness and corrugations M 2 17, , Heavy grading to remove high spots and removing materials to fill potholes, corrugations and wheel ruts and reshape the surface to specified camber M Provide, process and compact to 120mm thick compacted gravell wearing course accross full width of the carriageway as directed by the Engineer to 95% MDD (AASHTO T99) CM , , SUB TOTAL 1 1,168, ADD 16% VAT 187, TOTAL 1,356, Total Carried Forward to Form of Tender:

2 WARD NAME SUMMARY Bill No. AINAMOI WARD Description 3.3 KM Amount 1 PRELIMINARY AND GENERAL ITEMS - 4 SITE CLEARANCE AND TOPSOIL STRIPPING - 5 EARTHWORKS - 8 CULVERT AND DRAINAGE WORKS - 10 GRADING AND GRAVELLING WORKS - SUB TOTAL 1 - ADD 16% VAT - TOTAL - Total Carried Forward to Form of Tender:

3 Bill No. 01: Preliminary and General Items 1.01 Allow a prime cost sum of Ksh.20,000 for Engineer's miscellaneous account and material Control test P.C Allow a prime cost sum of Ksh.20,000 for road signages as instructed P.C Allow a prime cost sum of Ksh.15,000 for Office eqpuipment and stationery P.C. 1

4 Bill No. 04: Site Clearance and Topsoil Stripping 4.01 Clear site on road reserve including removal of trees, hedges, bushes and other vegetation or deleterious organic materials, grub up roots SM 9, Ditto above but for removal of stumps of girth between 900mm- 1500mm dia. NO Ditto above but for removal of stump of girth greater than 1500mm dia NO 15.00

5 Bill No. 05: Cut to spoil in soft 5.01 Excavate and place the excavated material as fill or in spoil areas as approved by the Engineer CM 3, as for item 5.01 but in hard CM Compacted original ground under fill or cut to 95% MDD(AASHTO T99) CM 3,564.00

6 #REF! Bill No. 08: Culverts and Drainage Works Excavation in soft material for pipe culverts and subsoil drains, headwalls, wing walls, apron, toe 8.01 walls and drop inlets, minor drainage structures and compact as specified or as directed by Engineer M As for Item 8.01 but in hard material M Provide, lay and joint 600mm diameter precast concrete pipes M As for item 8.03 but 900mm dia. concrete pipes for cross culverts. M 8.05 As for item 8.03 but 1200mm dia. concrete Pipe M Provide and place class 15/20 concrete to beds, surrounds and haunches M Provide and place class 20/20 concrete to head wa M Install masontry scour checks M 8.09 Desilting of existing culverts M -

7 Bill No. 10: Grading and Gravelling Light grading on the carriageway to control roughness and corrugations M 2 17, Heavy grading to remove high spots and removing materials to fill potholes, corrugations and wheel ruts and reshape the surface to specified camber M 2 - Provide, process and compact to 120mm thick compacted gravell wearing course accross full width of the carriageway as directed by the Engineer to 95% MDD (AASHTO T99) CM