Tender For Laying Of Np-4 Reinforced Cement Concrete Hume Pipe At Chharra Adda Road.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Sep 2026
1 days left
EMD
3.24 Lakhs
Bank guarantee accepted
Document Fee
19144
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying Of Np-4 Reinforced Cement Concrete Hume Pipe At Chharra Adda Road.
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing CC interlocking paver blocks from road, including removal of rubbish, disposal of unserviceable material (paid separately in A3) and stacking of serviceable material within 50 m lead for re-use in G1. Area = 140x2.30 = 322.00 Sqm (20% of 700 m) |
| 2 | Demolishing CC road pavement (1:2:4, 200mm thick) by mechanical means, disposal up to 1 km. Vol = 560x2.30x0.20 = 257.6 CUM (80% of 700 m) |
| 3 | Disposal of demolished CC pavement debris by mechanical means, loading, transporting to approved dumping ground beyond 50 m initial lead, all leads and lifts. Assumed fully unserviceable (100% of A2 volume) = 257.60 CUM. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas exceeding 1.5 m in width and 10 sqm on plan (bulk trench excavation — DSR item 2.10 series covers pipes only upto 600mm dia, not applicable for 1200mm; general earthwork excavation item used instead), all kinds of soil, for all lift, lead upto 50m, getting out and disposal of excavated earth. Vol = 700x2.30x3.78 = 6,077.75 CUM. |
| 5 | Close timbering in trenches including strutting, shoring and packing cavities wherever required, DEPTH NOT EXCEEDING 1.5 m. Measurement: face area timbered (both walls). Entire 700m has min. depth 3.50m (>1.5m), so full length applies. Area = 2 walls x 700 m x 1.5 m = 2,100.00 Sqm. |
| 6 | Close timbering in trenches — DEPTH EXCEEDING 1.5 m BUT NOT EXCEEDING 3.0 m. Entire 700m has min. depth 3.50m (>3.0m), so full length applies. Area = 2 walls x 700 m x 1.5 m = 2,100.00 Sqm. |
| 7 | Close timbering in trenches — DEPTH EXCEEDING 3.0 m BUT NOT EXCEEDING 4.5 m. This layer thickness varies linearly from 0.50 m (Ch.0, depth 3.50m) to 1.05 m (Ch.700, depth 4.05m); avg = 0.775 m; applies for entire 700m (min depth 3.50m > 3.0m throughout). Area = 2 x 700 m x 0.775 m = 1,085.00 Sqm. |
| 8 | Pumping out water caused by sub-soil springs and seepage during trench excavation and pipe laying. Estimated volume = trench below water table (assumed at 3.0m depth, same assumption as reference BOQ): 2.30 x 700 x 0.775(avg) = 1,247.75 kL. Actual quantity to be measured and certified by EIC. |
| 9 | PCC 1:3:6 (M-10) bedding 200mm thick (assumed = pipe dia/6, per common design practice for larger dia pipes; reference BOQ used 150mm for 600mm dia), full trench width 2.30m. Vol = 700x2.30x0.15 = 241.50 CUM. |
| 10 | Supply, laying, jointing (CM 1:2) and hydraulic testing of 1200mm NP-4 RCC Hume Sewer Pipe IS:458-2003, ISI marked. Combined rate includes factory supply, transport, lowering by crane, laying, jointing and testing. Qty = 700 Rm. |
| 11 | Constructing brick masonry rectangular manhole, inside size 120x90 cm and 90 cm deep, CM 1:4, R.C.C. top slab, inside plaster CM 1:3, foundation PCC 1:4:8, channel in invert, C.I. cover & frame (heavy duty, 560mm ID, >=208 kg), FPS bricks class 7.5. Size upgraded from the 0.91m circular MH used for 600mm pipe, since a 1200mm sewer needs a larger chamber for access/maintenance. 8 Nos. at Ch. 0,100,200,300,400,500,600,700 m. |
| 12 | Extra depth beyond 0.90m for all 8 manholes (size 120x90cm, FPS bricks 7.5). Depths (m): 3.50, 3.58, 3.66, 3.74, 3.81, 3.89, 3.97, 4.05 (linear interpolation); Sum of depths = 30.20m. Extra = 30.20 − (8x0.90) = 23.00 m. |
| 13 | PCC 1:2:4 (M-15) anchor/thrust blocks at bends, valves, ends. PROVISIONAL — scaled from reference BOQ (2.0 CUM @ 270m) by length ratio 700/270 = 2.593x. Est. 5.20 CUM; actual qty to be based on approved alignment drawing (bends/tees/valve chambers). |
| 14 | PCC 1:1½:3 (M-20) pipe encasing at road crossings, special locations. PROVISIONAL — scaled from reference BOQ (8.0 CUM @ 270m) by length ratio 700/270 = 2.593x. Est. 20.75 CUM; actual qty to be based on road-crossing count/design. |
| 15 | Laying recovered CC interlocking paver blocks (from A1) in required line, level, colour and pattern over 50mm compacted sand bed, joints filled with fine sand, vibrated and compacted. Blocks from A1 — supplied free by dept. Area = 140x2.30 = 322.00 Sqm. |
| 16 | CC road pavement 1:2:4 (M-15, 40mm agg.), 200mm thick, in panels, finishing and curing 14 days. Vol = 560x2.30x0.20 = 64.40 CUM (20% of 700m). |
| 17 | Providing and fixing chainage markers (RCC posts 150x150x600mm) at every ~30m, painted and labelled with chainage, pipe dia, depth and invert RL. 700m/30m spacing +1 ≈ 24 Nos. |
| 18 | Contigency for unseen work @ 3% |
| 19 | Labour Cess @ 1% |
| 20 | GST @ 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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