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Tender For Repair/ Maint Of Sewage Lines, Soakage Pits/ Manholes At Laitkor Grn, East Khasi Hills-Meghalaya

Assam Rifles has published Tender For Repair/ Maint Of Sewage Lines, Soakage Pits/ Manholes At Laitkor Grn. Submission Date for this Tender is 26-07-2025. Sewerage Construction Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

50159711
Tender For Repair/ Maint Of Sewage Lines, Soakage Pits/ Manholes At Laitkor Grn
Tender
Indian
Meghalaya
East Khasi Hills
26-07-2025

Tender Documents

Tender Details

Tender For Repair/ Maint Of Sewage Lines, Soakage Pits/ Manholes At Laitkor Grn; 2 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions complete all as specified and directed.. 3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil complete all as specified and directed. 4 Providing and laying in position cement concrete ofgrade 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). 5 Providing and laying in position cement concrete ofgrade 1:2:4 6 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 with Cement mortar 1:4 complete all as specified and directed. 7 15 mm cement plaster 1:3 finished with a floating coat of neat cement on the rough side of single or half brick wall. 8 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge 9 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 10 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe 11 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe 12 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 100-200 mm diameter 13 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter 14 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 15 Providing and fixing on Trenches/wallunplasticised Rigid PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes of 110 mm dia complete all as specified and directed. 16 Providing and fixing on trenches/ wallunplasticised Rigid PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes of 75 mm dia complete all as specified and directed. 17 S/F PVC bends any radius 110 mm diawith door access. 18 S/F PVC bends any radius75mm dia with door access 19 S/F PVC Junction single T equal or unequal75 mm dia with door access 20 S/F PVC Junction single T equal or unequal110 mm dia with door access 21 S/F PVC bends any radius 150 mm dia with door access 22 S/F PVC Junction single T equal or unequal150 mm dia with door access 23 Cleaning of blocked sewage line of any dia by rodding etc and removing sludge and making functional the sewage line complete all as specified 24 Cleaning of night soil from manhole/gully trap/Nahani trap of any size and burried the night soil in the ground not exc 50 mtr distance complete all as directed 25 M&L for Opening of septic tank pumping out the liquid sewage by mechanically / manually and removing the complete sludge from septic tanks and burried into ground not exc 50 mtr incl cleaning the pipe from last manhole to deptic tank complete all as specified :- (a)50 User 26 (b) 100 User 27 (b) 250 User

Key Value

Document Fees
INR 1000 /-
EMD
INR 39500.0 /-
Tender Value
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