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SUB-CONTRACTING OF FINAL GROWTH OF WORK AND RE-WORK FOR ASW SWC SHIP YD 3029
MINE RAIL WORK
CA NO. CWE/HILLS/RKT/175 OF 2025-2026 SPL REPAIR TO ROADS FROM SHIV MANDIR TO KATLI GATE OF CCSR AT MIL STN KAUSANI UNDER GE RANIKHET
M&L for Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed.
SPECIAL REPAIRS OF ROAD FROM ESH NO 297 TO PF-28, ESH NO 287 TO ESH NO 289, ESH NO 297 TO CLP-43, ESH NO 289/290 T POINT TO ESH NO 280, ESH NO 109 TO ESH NO 115 (MAIN ROAD POLE NO 458), POLE NO 233 TO ESH NO 114
M&L 150mm (spread thickness) Soling (or sub base) with broken boulders or quarried stone (Granite, Trap or Basalt stone) of size range 100mm to 50mm, interstices filled, surface formed, rolled with power roller 8 to 12 tonne and consolidated to required gradient and camber complete all as specified and directed.
Stop gap arrangement for Day to day civil maintenance work of residential buildings at Dera colony, Talcher colliery under Talcher Area For a period of 4(four) months.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Drivage of 04 Nos. of stone drift to cross F5/F9 fault along 41Dip Panel in Ghugra Block of Churcha Mine RO.
Discription of Work-( Note:- (1) Drift (D1) , length =91.20m,width =4.80m, height 2.25m gradient 1 IN 6 Rising, (2) Drift (D2) , length =91.20m,width =4.80m, height 2.25m, gradient 1 IN 6 Rising, (3) Drift (D3) , length =54.17m, width =4.80m, height 2.25m, gradient 1 IN 3 Rising, (4) Drift (D4) , length =54.17m, width =4.80m, height 2.25m gradient 1 IN 3 Rising, (i) including work of drilling, blasting, supporting, dressing of exposed surface of roof, sides & bottom, water bailing if required, mucking, loading of debries into tub, transporting of debries by manual and haulage up to surface or manual and disposal of muck/debries with all lead and lifts up to a diatance of 500m from work site at a suitable place(s) as directed by the SECL Management. (ii) All blasted materials/ bebries will be transported to surface through coal tub/mine car and haulage by contractor on his own cost basis. (iii) Support Pattern : 1.20m x 1.20m grid, It may be changed as per approved SSR and as and when required basis. (iv) Temporary support if any required will be provided by management on surface store, transportation and errection will be done by contractor on his own cost. (v) Additinal Haulage other than already operational haulage if required , Coal tubs and track lines will be provided by management to contractor on surface store , transportation, installation and operation will be done by contractor on his own cost. (vi) Explosive and detonators will be provided by management at surface and cost of the same will be deducted from contractor bills. (vii) The supporting materials as roof bolts, bearing plate, W-strap, Resin capsule will be provided by management to the contractor at within 500m of distance from work site. (viii) Drilling machine and Drill panel with power cable required for work and all type of the maintenance works of equipments will be arranged by contractor on his own cost. No any assistance will be provided by management other than power point near the work place.
As per tender documents
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.