Military Engineer Services Tender

Item No. 1 (Contd..,) Construction works includes all preparatory work, Erection of staging/ shuttering, piles, pile caps, abutments, piers, return wall, dirt wall, placing of POT & POT cum PTFE bearings, casting of PSC Box Girder, superstructure, Prestressing, wearing coat having nonskid surface in uniform thickness with bituminous surface finish, strip seal expansion joints, RCC crash barriers, foot paths, kerbs, RCC hand rails, drainage spout with necessary outlet fittings for adequate disposal of rain water, road furniture, security MS mesh/ grill, load testing of superstructure of bridge, protective works, temporary river training works and diversion and all other items of works required for the completion of the bridge along with approches including curing complete all as specified and as directed by Engineer-in-charge.

Design including proof checking and construction of 106.60 mtrs length, 7.50mtrs over all width major permanent bridge with PSC Box Girder Superstructure on pile foundation including carrying out Sub Soil Investigation (SSI) over Malagadda creak with span arrangement as per line drawings and based on sub soil data, hydraulic data, Design base report, Schedule A Notes, Special conditions, Particular specifications of the tender documents comprising vetting and certification from any IIT/ NIT or Andhra University for all the structural drawings.

Notes for Item No. 1 & 2 (Contd.,) :- (iv) All Piles should be embedded in hard rock of minimum 1.50 mtrs and the unit rate shall be deemed to include for carrying out non-destructive integrity test for 100% of the total number of piles as per IS 14893-2001 shall be done by IIT /NIT/ Government Engineering College in the presence of Engineer-in-Charge, contractor and the test results shall be vetted by the same authorities. Cost of testing shall deemed to be included in the quoted rates. (v) The soil data for adjoining area is considered and included in this tender. The same is for guidance purpose only and the contractor shall also carry out the required soil investigation before finalising design of structures. (vi) Approch road of same widh of bridge (7.50m) including 1.0mtr width footpath on one side of the road, embankment type in slope 1:25 connecting to existing road to be considered on eigher side of bridges as per IRC and MoRTH specifications. (vii) While quoting these rates, please refer clause no. 43.1 of schedule "A" notes of this tender document for variations in detailed abstracts submitted by contractor. Nothing extra shall be paid on this ground.