Tender For Provn Of Area Drainage With Rain Water Harvesting And Allied Works Under Ge Af No 2 Jodhpur At Afs Jodhpur
Tender Value
92.23 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
0 days left
EMD
1.63 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Area Drainage With Rain Water Harvesting And Allied Works Under Ge Af No 2 Jodhpur At Afs Jodhpur
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in over areas n exc 1.50 m in depth and getting out in any type of soil by manually means all as specified and direcred by Engr -in-Charge |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth by manually means and getting out as any type of soil all as specified and directed. |
| 3 | Excavation in over areas exc 1.50 but n exc 3.0 m in depth and getting out in any kind of soil by manually means all as specified and direcred by Engr -in-Charge |
| 4 | Demolition of Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 5 | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in sub base of drains all as specified and as directed. |
| 6 | M&L for PCC 1:2:4 type B1 using 20mm graded stone agg as in surface channels and drains all as specified and as directed. |
| 7 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter etc complete all as specified and directed. |
| 8 | Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. |
| 9 | Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. |
| 10 | M&L for squared rubble walling, Jodhpur type, brought up to courses, well bonded, bedded and solidly hearted, built in CM 1:4 |
| 11 | Hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling Jodhpur type, brought upto courses all as specified and directed |
| 12 | M&L for flush pointing to squared rubble walling in CM 1:4 complete all as specified. |
| 13 | Providing, cement concrete 1:2:4 , Type B0 (Using 12.5 mm graded stone aggregate) in copings all as specified and directed |
| 14 | S&F Low density polyet-hylene pipes 40 mm Dia (LDPE) of pressure rating 6 kgf/cm2 fixed complete to walls etc all as specified and directed. |
| 15 | M&L for Reinforced concrete pipes of 450 mm internal dia, class NP2,laid and jointed complete with collars and tested complete all as specified and as directed. |
| 16 | M & L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 17 | M&L for 100 mm in two equal layer (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH pecifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 |
| 18 | M & L for 100 thick cement concrete type B- 2, 1:2:4 (20mm graded aggregate) all as per specified and directed. |
| 19 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. |
| 20 | Material & labour for 100mm thick sand stone slab of any size as in manholes cover stone machine cut etc, set and pointed in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge. |
| 21 | M&L for FE-290 (Gde E-165) Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) gully traps gratings, railing frames, drain cover complete all as specified. |
| 22 | Returning filling in including watering and well ramming in layers as in all type of soil n.exc 25 cm thick complete all as specified and as directed |
| 23 | Removing excavated material exc. 1.50km but n exc. 5KM depositing where directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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