PROVN OF AREA DRAINAGE FOR CENTRAL ENGINEERING SERVICES PHASE I AT LIKABALI

Amount

NOTE (Applicable for all items):- The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entrying/quoting the rates. SCHEDULE 'A'

Surface dressing not exceeding 30 cm and averaging 15 cm deep in soft/loose soil complete all as specified and directed.

Excavation over areas, not exceeding 1.5m deep and getting out as in soft/loose soil complete all as specified and directed.

Excavation over areas, exceeding 1.5m but not exceeding 3.0m in deep and getting out as in soft/loose soil complete all specified and as directed.

Excavation over areas, exceeding 3.0m but not exceeding 4.5m in deep and getting out as in soft/loose soil complete all as specified and as directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out as in soft/loose soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and directed.

Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed.

Removing excavated material (soil) exceeding 1.50 KM but not exceeding 5.0 KM and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed.

Forming embankments not exceeding 1.5m high from base in solid including raising(or lowering) earth, spreading in layers not exceeding 30cm thick watering, ramming/rollling and finished to required size, shape etc complete all as specified and directed.

Forming embankments exceeding 1.5m but not exceeding 3.0m high from base in solid including raising(or lowering) earth, spreading in layers not exceeding 30cm thick watering, ramming/rollling and finished to required size, shape etc complete all as specified and directed.

M & L for Plain Cement Concrete 1:2:4 type B2 (Nominal Mix) using 40 mm graded stone aggregate as in surface channels and drains including necessary formwork etc complete all as specified and directed.

M & L for Plain Cement Concrete 1:2:4 type B0 (Nominal Mix) using 12.5 mm graded stone aggregate as in coping finished even and smooth without using extra cement including necessary formwork etc complete all as specified and directed.

M & L for Plain Cement Concrete 1:3:6 type C-1 (Nominal Mix) using 20 mm graded stone aggregate as in coping including necessary formwork etc complete all as specified and directed.

M & L for Plain Cement Concrete 1:4:8 type D-2 (Nominal Mix) using 40 mm graded stone aggregate as in foundations, filling and mass concrete etc complete all as specified and directed.

M & L for precast Reinforced Cement Concete cover type 1:2:4 type B-1 (Nominal Mix) using 20 mm graded stone aggregate, slab set in Cement Mortar (1:4) complete all as specified and directed.

M & L for precast Cement 1:2:4 type B-1 (Nominal Mix) using 20 mm graded stone aggregate, as in solid buiding block or slab 10cm thick (with interlocking or plain joints) set in Cement Mortar (1:4) complete all as specified and directed.

M & L for precast Cement concrete 1:3:6 type C-1(Nominal Mix) using 20 mm graded stone aggregate, in quoin block/PCC bond stone (for use with masonary) with plain fair faces including chamfers,weatherings,throat- ing etc. and setting in Cement Mortar (1:6) complete all as specified and directed.

M & L for walling of random rubble stone masonary, uncoursed, well bonded, bedded and solidily hearted built in CM (1:6) straight or curved on plain of any radius complete all as specified and directed. (Note:- PCC bond stone used in masonary work shall be measured and paid seprately under relevant item of this SCH 'A'/BOQ)

Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

M & L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:4) complete all as specified and directed.

M & L Extra over 40mm thick stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed.

M & L hand packing (any thickness) at back of retaining walls and raising (or lowering) to the required level with broken stone/boulderscomplete all as specified and as directed.

M & L for rendering 15 mm thick on fair on fair faces of brick surface or concrete surface in CM 1:4and finished even & smooth without using extra cement complete all as specified and as direct

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type I drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type II drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type III drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type IV drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type V drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per cross section of type VI drain shown in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for extra for forming fair finished drain or channel having inner girth as per Type-VII drain showing in drawing No LKB/2020/WD-25(C)-1 sheet 1/1 dated Sep 2020 in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

M & L for Low density polyethylene pipes (LDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc.complete all as specified and directed.

M&L for 450 mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars in trenches, etc. on concrete bed or directly on hard ground complete all as specified and directed.

M&L for 600 mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars in trenches, etc. on concrete bed or directly on hard ground complete all as specified and directed.

AKM CONSTRUCTION AND ENGINEERING LLP

Phoenix Infra

SARINS

M/s Tana Tahin

PK Constructions

M/s Jony Enterprises