E-Tender-2025-26-23

Item No-1 Excavationfor foundation/pipe trenches in earth, soilsofall types,sand.graveland soft murum, inclu ing removing the excavated material upto a distanceof 50 metres and lifts as below. stacking and spreading as directed, normal dewatering, preparing the bed for foundation andexcluding backfilling, etc, complete. (Bd- A1/259) MJP DSR 23-24.P-37 ITEM NO-1 165+10% Hilly

Item No-2 Excavationfor foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distanceof 50M beyond the area and lifts as below, stacking as directedby Engineer-in- charge, normal dewatering, preparing the bed for foundation andexcluding backfilling. etc. complete. (Bd-A4/259) MJP DSR 23-24 P-37 ITEM NO-3 211+10% Hilly

Item No-3 Providing dry trap/ granite/ quartzite/gneiss, rubble stone soling in15cm to 20 cm thick layers including handpackiny and compacting, etc.complete. (Bd-A-12/264)Soling MJP DSR 23-24,P-41 ITEM NO-18 1316+10% Hilly

Item No-4 Providing Concrete and M-15/ laying in of trap/ granite / quartzite gneiss metal for foundation bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement5.90bags/cum) Spec No.BdE /1 Page No. 287 and B7,PageN 1.38 PCC M-15 MJP DSR 23-24.P-128 ITEM NO-7-1-33) 5881+10% Hilly

Item No-5 Providing second class Bumt Brick masonry with conventional/ /S. type bricks in cement mortar 1:6 in foundatiuns and plinth of inner walls/ in plinth extern / walls including bailing out water manually, str.xing joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete PWD DSR 22-23,P- ITEM NO-27.01) 7755+10% Hilly

Item No-6 Providing and laying Cact in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mort: 1:3 plaster is considered for rendering unev n and honeycombed surface only. Newly laid concrete shall be covered by gunny bag. plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) PWD DSR 22-23,P-ITEM NO-24.16) 6359+10% Hilly

Item No-7 Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick PWD DSR 22-23.P-ITEM NO-32.07) 382+10% Hilly

Item No-8 Providing fine cement finish 1.5 mm thick over green plaster surface in luding scaffolding curing etc. complete PWD DSR 22-23,P-ITEM NO- 32.21) 72+10% Hilly

Item No-9 Providing and applying water proofing treatment using aciylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. PWD DSR 22-23.P- ITEM NO-31 09)165+10% Hilly

Item No-10 Providing sand faced plasle externally in cement mortar using appre ed screened sand, in all positions includin: base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and cuning for fourteen days scaffolding etc.complete PWD DSR 22-23.P-ITEM NO-32.11 639+10% Hilly

Item No-11 Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging, etc.complete MJP DSR 22-23,P-40 ITEM NO- 15 92+10% Hilly

Item No-12 Providing and erecting chain link fencing 1.6 M. height with G.J. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm ct 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts an boltsd horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 oats of oll painting etc. complete MJP DSR 22-23,P- ITEM NO-46.39 2539+10% Hilly

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