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Repair/Maint Of Sewage Lines , Manholes , Septic Tanks , Soak Wells At Basistha Area Under Ge Guwahati, GE GUWAHATi-Assam

Military Engineer Services-MES has published Repair/Maint Of Sewage Lines , Manholes , Septic Tanks , Soak Wells At Basistha Area Under Ge Guwahati. Submission Date for this Tender is 10-07-2021. Water Wells Tenders in GE GUWAHATi Assam. Bidders can get complete Tender details and download the document.




Tender Notice

28187288
Corrigendum : Repair/Maint Of Sewage Lines , Manholes , Septic Tanks , Soak Wells At Basistha Area Under Ge Guwahati
Open Tender
Indian
Assam
GE GUWAHATi
10-07-2021

Tender Details

Repair/Maint Of Sewage Lines , Manholes , Septic Tanks , Soak Wells At Basistha Area Under Ge Guwahati

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jul-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 10-07-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 20000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: REPAIR/MAINT OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, SOAK WELLS AT BASISTHA AREA UNDER GE GUWAHATI
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc and getting out in soft/loose soil complete all as specified and as directed. 50 Cum
2 2 Returning filling in, including spreading. Levelling, watering and well ramming in layers not exc. 25 cm in ay type of soil complete all as specified and as directed. 30 Cum
3 3 Removing excavated material (soil) to a distance not exc. 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. 20 Cum
4 4 M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete after demolition of existing old conceret work complete all as specified and directed. 6 Cum
5 5 M&L for PCC (1: 3:6) type C-2 as in surface channels and drains after demoilition of existing complete all as specified and directed. 5 Cum
6 6 M&L for finishing cement concrete surface even and smooth using extra cement complete all as specified and directed. 30 Sqm
7 7 M&L for concrete bed in P.C.C. 1:3:6 type C2 (using 40mm graded stone aggregated )as in concrete bed to drain pipe 150mm dia pipes including packing under and haunching against the sides of the pipes after laying & testing for the following dia of pipes complete all as specified and directed.. 185 RM
8 8 M & L for 150mm salt glazed stone ware drain pipes grade 'A' laid in trenches & jointed complete all as specified and directed.. 195 RM
9 9 Removing blockage from WC/floor trap/nahani trap/gully trap upto Ist manhole complete all as specified and directed. 600 Each
10 10 De-silting/De-sludging the manholes/septic tanks not exc. 1.5m deep and getting out, removing & disposing off complete all as specified and directed. 100 Cum
11 11 De-silting/De-sludging the manholes/septic tanks exc 1.5m but not exc. 3m deep and getting out, removing & disposing off complete all as specified and directed. 105 Cum
12 12 De-silting/De-sludging of sump at sewage pumping station depth n.exc 15m with required rope, bucket, ladder and scaffolding etc. and getting out, removing & disposing off complete all as specified and directed. 150 Cum
13 13 Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 100mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured. all as directed 350 RM
14 14 Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 150mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured. all as directed. 650 RM
15 15 Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 200mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured. all as directed 120 RM
16 16 Demolition of brick work or stone/boulder masonry built in cement mortar, complete all as directed. 30 Cum
17 17 M&L for brick work with sub class ‘B’ bricks , straight or curved on plan exc 6 metre mean radius as in full brick thick walls built in CM(1:6) using old size bricks complete all as specified and directed. 30 Cum
18 18 M&L rendering 15mm thick plaster on fair faces of brick or concrete surfaces in CM 1:4 with WPC finished the surface even and fair complete all as specified and directed ( WPC shall be measured and paid seperately). 200 Sqm
19 19 Supply only integral water proofing compound all as specified and directed. 55 Kg
20 20 M &L for preparing new plastered surface of wall and applying two coats of cement base paint complete all as specified and directed. 100 Sqm
21 21 M & L for plain cement concrete (1:2:4) type B0) (using 12.5 mm graded aggregate) as in coping including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. 4 Cum
22 22 Demolition of RCC of any description and in any position not otherwise specifically provided for complete all directed. 5 Cum
23 23 M & L for providing precast reinforced cement concrete (1:2:4) type B1 (using 20 mm graded stone aggregate) as in cover slab set in cement mortar (1:4) complete all as specified and directed. 5 Cum
24 24 M&L TMT steel bars, 8 dia, cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete as in reinforcement to concrete all as specified and directed. 400 Kg
25 25 Taking down eaves gutter and rain water pipes ( any size or pattern) including all fittings, heads,shoes, bends, swan necks etc including cleaning or refixing or removal to store complete all as directed.( Measured overall as fixed along the centre line over fittings and accessories). 400 RM
26 26 S&F 110mm bore PVC ( SWR) Pipes single socketed, in any length with rubber ring joints,fixed to wall complete all as specified and directed. 150 RM
27 27 S&F 110mm bore PVC ( SWR) Pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. 120 RM
28 28 S&F 75mm bore PVC ( SWR) Pipes single socketed, in any length with rubber ring joints,fixed to wall complete all as specified and directed. 50 RM
29 29 S&F 75mm bore PVC ( SWR) Pipes single socketed, in any length with rubber ring joints,laid in trenches or in floors complete all as specified and directed. 60 RM
30 30 S & F 110 mm bore PVC (SWR) bends any radius complete all as specified and directed. 20 Each
31 31 S & F 75 mm bore PVC (SWR) bends any radius complete all as specified and directed. 15 Each
32 32 S & F 110mm bore PVC ( SWR) junction, single (Single T) equal or unequal complete all as specified and directed. 12 Each
33 33 S & F 75mm bore PVC ( SWR) junction, double (double T) equal or unequal complete all as specified and directed. 6 Each
34 34 S&F PVC ( SWR) branch piece, single ( single -Y) equal or unequal 110mm dia complete all as specified & directed. 6 Each
35 35 S&F PVC ( SWR) branch piece, single ( single -Y) equal or unequal 75mm dia complete all as specified & directed. 6 Each
36 36 S&F Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof sutable for 110 mm dia including drilling holes & fixed to wall with nails etc complete. all as specified and directed. 100 Each
37 37 S&F Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof sutable for 75 mm dia including drilling holes & fixed to wall with nails etc complete. all as specified and directed. 50 Each
38 38 S & F in repairs PVC(SWR) Nahani trap 75 mm dia with grating including jointing with solvent cement all as specified and directed. 8 Each
39 39 S & F in repairs PVC(SWR) gully trap 125x110 mm including jointing with solvent cement all as specified and directed. 6 Each
40 40 S&F PVC (SWR) vent cowl of 110mm dia all as specified and directed. 8 Each
41 41 S&F in repair PVC (SWR) 'P’ trap 125/110mm bore all as specified and directed. 5 Each
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