Chhapra Sewerage Network Scheme under AMRUT 2.0

Financial Sheet

Name of work Chhapra Sewerage Network under AMRUT 2.0

Address of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document Amount (In Rs.)

1 Chhapra Sewerage Network under AMRUT 2.0 60,30,30,925.00

Quoted rate in Percentage (In Figure)

Quoted rate in Percentage (In Words)

ABOVE / BELOW / ESTIMATED COST

Quoted Amount after Above/Below

Part - B (Non- Schedule Items) Unit Qty Rate Quoted Amount (In Rs.)

1 Survey & Design of sewerage network and Survey, Designs & Drawing, Redesign for Intermediate Pumping Station (IPS) and Main Pumping Station (MPS) Job 1

2 Providing and constructing of brick masonry squre nos. Manholes of “Type A” with internal length 1.5m, width 1.5m and having 460mm thick brick masonry wall upto 1m, in cement sand mortar 1:4 including concreting PCC M-15 grade (1:2:4) for 225 mm thick foundation including curing compaction and form work etc. Complete, PCC M15 for benching, PCC M20 for fixing the manhole frame and cover using aggregate 20 mm nominal size, 20 mm thick inside and outside plaster in CM 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonary, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling, including curing, watering, ramming, hydro testing of manhole, dewatering complete as directed by the Engineer. Excluding excavation, barricading, timbering, shoring- strutting dewatering, footrest etc which are to be paid separately Rate for depth up to 1 m. Nos 284

3 Providing and constructing extra depth of manhole “Type-A” for depth beyond 1.0 m and upto 9.0 m with sewer brick masonary including 20 mm plaster inside as per drawing and direction of Engineer. Excluding excavation, barricading, timbering, shoringstrutting dewatering etc which are to be paid separately Mtr. 446.43000000000006

4 Providing and constructing of brick masonry squre nos. Manholes of “Type B” with internal length 1.8m, width 1.8m and having 460mm thick brick masonry wall upto 1m, in cement sand mortar 1:4 including concreting PCC M-15 grade (1:2:4) for 225 mm thick foundation including curing compaction and form work etc. Complete, PCC M15 for benching, PCC M20 for fixing the manhole frame and cover using aggregate 20 mm nominal size, 20 mm thick inside and outside plaster in CM 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonary, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling, including curing, watering, ramming, hydro testing of manhole, dewatering complete as directed by the Engineer. Excluding excavation, barricading, timbering, shoring- strutting dewatering, footrest etc which are to be paid separately Rate for depth up to 1 m. Nos 58

5 Providing and constructing extra depth of manhole “Type-B” for depth beyond 1.0 m and upto 9.0 m with sewer brick masonary including 20 mm plaster inside as per drawing and direction of Engineer. Excluding excavation, barricading, timbering, shoringstrutting dewatering etc which are to be paid separately Mtr. 41.489999999999995

6 Providing and constructing of brick masonry squre nos. Manholes of “Type C” with internal length 2.1m, width 2.1m and having 460mm thick brick masonry wall upto 1m, in cement sand mortar 1:4 including concreting PCC M-15 grade (1:2:4) for 225 mm thick foundation including curing compaction and form work etc. Complete, PCC M15 for benching, PCC M20 for fixing the manhole frame and cover using aggregate 20 mm nominal size, 20 mm thick inside and outside plaster in CM 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonary, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling, including curing, watering, ramming, hydro testing of manhole, dewatering complete as directed by the Engineer. Excluding excavation, barricading, timbering, shoring- strutting dewatering, footrest etc which are to be paid separately Rate for depth up to 1 m. Nos 184

7 Providing and constructing extra depth of manhole “Type-C” for depth beyond 1.0 m and upto 9.0 m with sewer brick masonary including 20 mm plaster inside as per drawing and direction of Engineer. Excluding excavation, barricading, timbering, shoringstrutting dewatering etc which are to be paid separately M 332.51

Total Quoted Amount (Part A + Part B)